Degenerate scale problem for plane elasticity in a multiply connected region with outer elliptic boundary

Size: px
Start display at page:

Download "Degenerate scale problem for plane elasticity in a multiply connected region with outer elliptic boundary"

Transcription

1 Arch Appl Mech 00) 80: DOI 0.007/s ORIGINAL Y. Z. Chen X. Y. Lin Z. X. Wang Degenerate scale problem for plane elasticity in a multiply connected region with outer elliptic boundary Received: 4 April 009 / Accepted: 7 August 009 / Published online: September 009 Springer-Verlag 009 Abstract This paper investigates the degenerate scale problem for plane elasticity in a multiply connected region with an outer elliptic boundary. Inside the elliptic boundary, there are many voids with arbitrary configurations. The problem is studied on the relevant homogenous boundary integral equation. The suggested solution is derived from a solution of a relevant problem. It is found that the degenerate scale and the non-trivial solution along the elliptic boundary in the problem are same as in the case of a single elliptic contour without voids. The present study mainly depends on integrations of several integrals, which can be integrated in a closed form. Keywords oundary integral equation Degenerate scale Plane elasticity Multiply connected region Introduction Many researchers were attracted by the boundary integral equation IE). Some pioneering works for IE were initiated in [,]. The basic theory for IE could be found from [3,4] The development of the boundary element method was summarized in [5]. In earlier times, Christiansen pointed out that some integral equations of the first kind with logarithmic kernel are known to have a non-unique solution in some exceptional cases [6]. This means that the relevant homogenous equation has a non-trivial solution. Alternatively speaking, the well-known IE formulation, particularly, for the exterior Dirichlet problem, does not work when some particular scales are encountered. The most typical example is as follows. One considers the D-Laplace equation ux, y) = 0 for an exterior circular boundary, and gets a solution u = ln r. If the radius of the inner circle takes a =, the boundary value at the inner circle will be vanishing, or equals zero. In this exceptional case, a zero boundary value or ux, y) = 0 on the boundary) corresponds to a non-vanishing solution or u = ln r in the exterior problem bounded by a circular hole). This is the degenerate scale problem. This result is universal. However, if the configuration of the void is arbitrary, it is more difficult to get: ) the degenerate scale and ) the relevant non-trivial solution. The degenerate scale problem in IE is a particular boundary value problem in plane elasticity. The problem typically arises from the exterior Dirichlet problem in plane elasticity. In fact, once the degenerate scale is reached, the relevant homogenous equation for the boundary tractions has a non-trivial solution. Alternatively speaking, the non-homogeneous equation has non-unique solution, or multiple solutions. Clearly, the degenerate scale represents an illness condition. Therefore, one must avoid meeting illogical solution caused by occurrence of the degenerate scale. Y. Z. Chen ) X. Y. Lin Z. X. Wang Division of Engineering Mechanics, Jiangsu University, 03 Zhenjiang, Jiangsu, People s Republic of China chens@ujs.edu.cn Tel.: Fax.:

2 056 Y. Z. Chen et al. The degenerate scale problems were studied by many researchers using a variety of methods. The degenerate scale can be evaluated by solving some IE in a normal scale [7 9]. Numerical procedure was developed to evaluate the degenerate scale directly from the zero value of a determinant [0]. Degenerate scale for multiply connected Laplace problems was solved []. This paper investigates degenerate scale problem for plane elasticity in a multiply connected region with an outer elliptic boundary. Inside the elliptic boundary, there are many voids with arbitrary configurations. The problem is studied on the relevant homogenous IE. The merit of this study is to evaluate a non-trivial solution for the homogenous IE. It is assumed that the tractions on all the inner void boundaries are equal to zero and tractions on the outer elliptic boundary are equal to some functions. Therefore, all the integrations are performed on the outer elliptic boundary only. The degenerate scale for the problem is found. It is found that the degenerate scale and the non-trivial solution along the elliptic boundary in the problem are same as in the case of a single elliptic contour without voids. The present study mainly depends on integrations of several integrals, which can be integrated in the closed forms. Degenerate scale problem for plane elasticity with a single elliptic boundary The degenerate scale problem in the multiply connected region has a close relation with the same problem in a single connected boundary. Therefore, the degenerate scale problem for plane elasticity with a single elliptic boundary is introduced. Without losing generality, we introduce the IE for plane elasticity for a single elliptic boundary Fig. ). The source point is denoted by ξξ,ξ ), and the field point is denoted by xx, x ). In the plane strain case, the IE is as follows [4,] u iξ) + P ij ξ, x)u jx)dsx) = and the integral kernels Pij ξ, x) and U ij ξ, x) are defined by Pij ξ, x) = 4π ν) U ij ξ, x)p jx)dsx), i =,, for ξ Ɣ) ) { r, n + r, n ) ν)δ ij + r,i r, j ) + ν)n i r, j n j r,i ) } ) r Uij ξ, x) = { } κlnr)δij + r,i r, j 0.5δ ij 8π ν)g 3) where Kronecker deltas δ ij is defined as, δ ij = fori = j, δ ij = 0fori = j,κ = 3 4ν, G denotes the shear modulus of elasticity, ν is the Poisson s ratio, and the normal nn, n ) at the boundary point always directs at outward side. In addition, we have r = x ξ ) + x ξ ), r, = x ξ r = cos α, r, = x ξ r = sin α 4) where the angles α are indicated in Fig.. Note that the IE can be used for both exterior and interior boundary value problems. Substituting u i ξ) = 0andu j x) = 0 into the left-hand side of Eq. ), we can obtain the following homogeneous equation U ij ξ, x)p jx)dsx) = 0 i =,, for ξ Ɣ) 5) Equation 5) reveals that regardless of the exterior and the interior problems same homogeneous equation is obtained. ased on Eq. 5), the degenerate scale problem can be formulated as follows. One wants to find a particular scale such that the integral equation 5) has a non-trivial solution p j x) = 0 for j =,, x ). Here, p j x) = 0 j =, ) is a trivial solution.

3 Degenerate scale problem for plane elasticity 057 a) z-plane x y) b) plane Exterior Region b z θ a x x) * n α ξ ξ, ξ ) x,x ) x Fig. a An exterior region to the elliptic boundary, b a mapping on plane The following analysis depends on the complex variable function method in plane elasticity [3]. In this method, the stresses σ x,σ y,σ xy ), the resultant forces X, Y ) and the displacements u,v) are expressed in terms of two complex potentials φ z) and ψ z) such that σ x + σ y = 4Reφ z) σ y σ x + iσ xy = [ zφ z) + ψ z)] 6) f = Y + ix = φ z) + zφ z) + ψ z) 7) Gu + iv) = κφ z) zφ z) ψ z) 8) where z = x + iy denotes complex variable, G is the shear modulus of elasticity, κ = 3 ν)/ + ν) is for the plane stress problems, κ = 3 4ν is for the plane strain problems, and ν is the Poisson s ratio. In the present study, the plane strain condition is assumed thoroughly. In the following, we occasionally rewrite the displacements u, v asu, u,σ x,σ y,σ xy as σ,σ,σ, and x, y asx, x, respectively. Assume that there is an ellipse with two half-axis a and b. The following mapping function is introduced Fig. ) z = ω) = R + m ), with 0 m < ) 9) which maps the elliptical contour and its exterior region in z-plane) into a unit circle and its exterior region in -plane) [3]. From Eq. 9), we have R + m), b = R m), R = a + b)/andm = a b)/a + b). After using the conformal mapping, the following functions are introduced φ) = φ z) z=ωζ), ψ) = ψ z) z=ωζ), φ z) = φ )/ω ) φ z) = φ )ω ) φ )ω ) ω )) 3, ψ z) = ψ )/ω ) 0) Therefore, the stresses, resultant forces and displacements can be expressed as φ ) ) σ x + σ y = 4Re ω ) σ y σ x + iσ xy = ) ω)[φ )ω ) φ )ω )] ω )) 3 + ψ ) ω ) ) f = Y + ix = φ) + ω)φ ) ω ) + ψ) )

4 058 Y. Z. Chen et al. Gu + iv) = κφ) ω)φ ) ψ) 3) ω ) After using the conformal mapping technique, two solutions for the homogeneous equation 5) have been obtained previously. In the first solution, the relevant complex potentials and the degenerate scale are as follows [] φ) = ln + ln R), ψ) = κln + ln R) + m m 4) R cr = expm/κ) 5) In Eq. 5), the subscript cr means that it is the first critical value for R, or R cr is the first degenerate scale. The merit of Eqs. 4)and5) is as follows. If one substitutes: ) the p j x) derived from the complex potentials shown by Eq. 4), and ) the R value shown by Eq. 5), or R = R cr = expm/κ) into Eq. 5), the homogenous equation 5) is satisfied. Similarly, in the second solution, the relevant complex potentials and the degenerate scale are as follows: φ) = iln + ln R), ψ) = i κln + ln R) + ) m m 6) R cr = exp m/κ) 7) The merit of Eqs. 6)and7) is similar to the first case. The degenerate scales shown by Eqs. 5)and7) were obtained by Chen in an earlier time [4]. In the literature, instead of Eq. 3), the following kernel was suggested [4] Uij ξ, x) = { } κ lnr)δij + r,i r, j 8) 8π v)g which is different from Eq. 3) by a constant. It was proved that the kernel could be used to the interior problem, since the tractions applied on the boundary of finite region must be in equilibrium. However, this kernel is derived from a fundamental solution that is not expressed in a pure deformable form. Thus, this kernel cannot be used to the exterior boundary value problem with applied loadings not in equilibrium [5]. 3 Formulation and solution of the degenerate scale problem for a multiply connected region with outer elliptic boundary 3. Formulation Without losing generality, we introduce the IE for plane elasticity for a multiple connected region with outer elliptic boundary. Inside the elliptic boundary, there are many voids k k =, 3, N) with arbitrary configurations Fig. ). The source point is denoted by ξξ,ξ ), and the field point is denoted by xx, x ). In this case, the IE is as follows u iξ) + Pij ξ, x)u jx)dsx) = U ij ξ, x)p jx)dsx), i =,, for ξ, = N ) 9) where the integral kernels Pij ξ, x) and U ij ξ, x) have been defined by Eqs. )and3). As before, after substituting u i ξ) = 0andu j x) = 0 into left-hand side of Eq. 9), the following homogeneous equation is obtainable Uij ξ, x)p jx)dsx) = 0, i =,, for ξ, = N ) 0)

5 Degenerate scale problem for plane elasticity 059 x y) 3 b N n a x x) ξ ξ, ξ ) n α ξ ξ, ξ ) x,x ) Fig. A multiply connected region with an outer elliptic boundary x In the degenerate scale problem, one needs to find same particular size such that Eq. 0)has a non-trivial solution for p j x) j =, ), orp j x) = 0 j =, ) for x, = N ).Thisis the highest demand for the formulation. However, we can propose a lower demand for the formulation. For example, the lower demand is as follows: p j x) = 0 j =, ) for x and p j x) = 0 j =, ) for x k, k =, 3,...,N. Clearly, it is not easy to obtain a non-trivial solution from Eq. 0) directly. However, it can be obtained from the previous result for a single elliptic contour case []. 3. Evaluation of some integrals in the closed forms In order to solve the degenerate scale problem addressed, one must evaluate some integrals in advance. In the derivation, the mapping function shown by Eq. 9) is still used Fig. ). For a point = e iθ on the unit circle, we have dθ = d ) i In the meantime, we can let z t = e iα ) In the first group of evaluation, three integrals K, K and K 3 are defined as follows Fig. 3) d K = ln z t dθ = Re lnz t)dθ = Im lnz t), for z Ɣ, t Ɣ) 3) K ik 3 = K 3 = z t z t dθ = e iα dθ or K = cos αdθ, sin αdθ, for z Ɣ, t Ɣ) 4) where Ɣ denotes the elliptic contour Fig. 3). Note that, in Eqs. 3)and4), the integration dθ is performed for argument θ in = e iθ. In addition, the subscript denotes the unit circle. After some manipulations, from Eqs. a)anda) in Appendix A, we will find the following results: K = ln z t dθ = Im lnz t) d = π ln R, for z Ɣ, t Ɣ) 5)

6 060 Y. Z. Chen et al. z-plane x z or x,x ) x * plane α θ b o t: or ξ ξ, ξ ) a x θo + S Γ Fig. 3 Mapping relation for z to and t to o with both z and t on the elliptic contour Ɣ K = cos αdθ = πm, K 3 = sin αdθ = 0, for z Ɣ, t Ɣ) 6) In the second group of evaluation for three integrals, the points z for integration) is on the elliptic contour Ɣ, or z Ɣ. However, the point t now is an inner point to the elliptic contour, or t S +,wheres + denotes the finite elliptic region Fig. 4). In this case, the three integrals L, L and L 3 are defined as follows Fig. 4): d L = ln z t dθ = Re lnz t)dθ = Im lnz t), for z Ɣ, t S+ ) 7) L il 3 = L 3 = z t z t dθ = e iα dθ or L = cos αdθ, sin αdθ, for z Ɣ, t S + ) 8) After some manipulations, from Eqs. a)anda3) in Appendix A, we will find the following results L = ln z t dθ = π ln R, for z Ɣ, t S + ) 9) L = cos αdθ = πm, L 3 = sin αdθ = 0, for z Ɣ, t S + ) 30) It is interesting to point out that the integrals K, K and K 3 shown by Eqs. 5) and6) and the integrals L, L and L 3 shownbyeqs.9)and30) take the same value. However, they have different definitions. 3.3 Solution As claimed above, the non-trivial solution cannot be obtained from Eq. 0) directly. However, it can be obtained from previous result for a single elliptic contour case []. We can prove that, the homogeneous equation 0) can be satisfied if the following conditions are fulfilled: ) p j x) = 0 j =, ) for x k, k =, 3,...,N. ) p j x) = 0 j =, ) for x, p j x) are derived from the complex potentials shown by Eq. 4), or by Eq. 6). 3) the R value is equal to R cr = expm/κ) shownbyeq.5), or R cr = exp m/κ) shown by Eq. 7).

7 Degenerate scale problem for plane elasticity 06 z-plane x plane * + S Γ z or b xx,x ) t: or ξ ξ, ξ ) α a x θ Fig. 4 Mapping relation for z to with z on the elliptic contour z Ɣ) and t in the elliptic contour t S + ) Clearly, after using the first condition, or p j x) = 0 j =, ) for x k, k =, 3,...,N,Eq.0) can be reduced to Uij ξ, x)p jx)dsx) = 0, i =,, for ξ, = N ) 3) Equation 3) can be rewritten as Uij jx)dsx) = 0, i =,, for ξ ) 3) U ij ξ, x)p jx)dsx) = 0, i =,, for ξ k, k =, 3,...,N) 33) First, the homogenous equation 3) is studied. For convenience in derivation, Eq. 3) is rewritten in the following form I = 0, with I = U ξ, x)p x)dsx) + U ξ, x)p x)dsx) ) for ξ ) 34) I = 0, with I = U ξ, x)p x)dsx) + U ξ, x)p x)dsx) ) for ξ ) 35) Clearly,inEqs.34)and35), p x)dsx) corresponds to dx and p x)dsx) corresponds to dy in Eq. ). Thus, we have { } p x)dsx) = Imd φ) + ω)φ ) + ψ) 36) ω ) { } p x)dsx) = Red φ) + ω)φ ) + ψ) ω ) 37) For a point = e iθ on the unit circle, we have = /, dθ = d for = e iθ on the unit circle) 38) i Substituting Eq. 4) into Eqs. 36)and37) and using Eq. 38) yields p x)dsx) = κ + )dθ 39) p x)dsx) = 0 40)

8 06 Y. Z. Chen et al. Note that in the integral kernel U ij ξ, x), there are r, = cos α, r, = sin α, r, r, = cos α, r, r, = sin α Fig. 3). Therefore, after using Eqs. 39)and40), the integral I in Eq. 34) can be rewritten as where I = 6π v)g κ I + I ) for ξ ) 4) I = ln rx,ξ)dθ, I = cos αdθ 4) Since both points xx, x ) and ξξ,ξ ) are located on the elliptic contour Fig. 3) I is equal to K shown by Eq. 5), and I is equal to K shownbyeq.6). Therefore, we have I = ln rx,ξ)dθ = π ln R, I = cos αdθ = πm 43) Substituting Eq. 43) into Eq. 4), we will find I = κ ln R + m) 44) 8 v)g Finally, substituting the third condition, or R = R cr = expm/κ) into Eq. 44), we will find Similarly, the integral I in Eq. 35) can be rewritten as I = I R=Rcr = 0 45) sin αdθ for ξ ) 46) In fact, the integral I is equal to K 3 shown by Eq. 6). Therefore, we have I = sin αdθ = 0 for ξ ) 47) Finally, the above-mentioned assertion is proved. Alternatively speaking, under the above-mentioned three conditions, the homogeneous equation 3) is satisfied. As shown by Eqs. 5), 6), 9)and30), if t orξξ,ξ )) is located in the elliptic contour, or t S +, the three integrals ln rx,ξ)dθ, cos αdθ and sin αdθ take the same values as in the case of t Ɣ Figs. 3, 4). Therefore, under the above-mentioned three conditions, the homogeneous equation 33) is satisfied. Alternatively, we can conclude the obtained result as follows. When the degenerate scale is reached, or R = R cr = expm/κ), the homogeneous equations 0) has a non-trivial solution which is shown by first and second conditions mentioned above, or ) p j x) = 0 j =, ) for x k, k =, 3,...,N, ) p j x) = 0 j =,, for x ) are derived from the complex potentials shown by Eq. 4). Similarly, fromthenon-trivialsolutionandthedegeneratescaleshownbyeqs. 6) and7), similar result can be found. From above-mentioned analysis, we see that under above-mentioned three conditions, the final solution is obtained. After using the first condition, or p j x) = 0 j =, ) for x k, k =, 3,...,N, the integral equation can be simplified in the form of Eq. 3). In this case, the unknown functions are reduced to two, or p j x) = 0 j =, ) for x.ineq.3), or Eqs. 3) and33), all integrations are performed on the elliptic boundary x. However, the point ξ in Eq. 3) is now defined by ξ, = N. The Eq. 3) is satisfied for ξ under conditions ) and 3), and this result is from a previous study []. In this paper, we prove that the Eq. 3) is also satisfied for ξ k,k =, 3,...,N) under conditions ) and 3). In fact, the kernel Uij ξ, x) defined in Eq. 3) only depends on the position of ξ and x. Thus, if the Eq. 3) is satisfied for one point of ξ, the equation is satisfied for ξ k k =, 3,...,N) under conditions ) and 3). After some manipulations, the assertion is proved.

9 Degenerate scale problem for plane elasticity 063 Table Computed degenerate scales for a doubly connected region a d, = f b/a, d/b) and a d, = f b/a, d/b) see Fig. 5; Eq. 48)) d/b b/a a d, = f b/a, d/b) Exact a a d, = f b/a, d/b) Exact b a Exact from Eq. 5) b Exact from Eq. 7) y b r=0.4b a x d Fig. 5 Doubly connected region with the outer ellipse and inner circle 4 Numerical illustration To examine the theoretical result mentioned above, a numerical example is presented below. It is found that coordinate transform method for finding the degenerate scale is effective [7,9]. This method has now been used to the case of a doubly connected infinite region [6]. Using this method, a numerical examination is presented below. The merit of the coordinate transform method is as follows [7,9,6]. After using the coordinate transform, the original homogenous IE in a degenerate scale can be reduced to a non-homogenous IE in the normal scale. The reduced non-homogenous IE in the normal scale can be solved with unique solution. This is the basic idea in the method. However, the detailed derivation is a little bit complicated than the mentioned basic idea. In the example, an ellipse with two half-axes a, b) contains a circular hole with a radius r = 0.4b. The center of the circular hole is shifted by a distance d Fig.5). In computation, 80 divisions are used for the discretization of the ellipse, and 30 divisions for the circle. ν = 0.3 is used in computation. Thus, an algebraic equation with 0 unknowns was formulated. For a/b = 0., 0.,...,.0 andd/b = 0.4, 0.0 and 0.4, the computed degenerate scales for size a can be expressed as a d, = f b/a, d/b) and a d, = f b/a, d/b) 48) The computed results for a d, and a d, are listed in Table.InTable, the exact results for a single ellipse are also attached, which is derived from Eqs. 5) and7). It is seen from tabulated results that; ) there is no influence from the position of the inner circular hole, ) the deviations from the computed results to the exact solutions for the simple elliptic contour case are very small.

10 064 Y. Z. Chen et al. 5 Conclusions In this paper, it is proved that degenerate scale for the outer elliptic contour does not depend on the voids involved in the contour. This result is proved exactly. As claimed previously, the degenerate scale will cause illness solution for IE. It is assumed that the ellipse has a ratio b/a = /3 with m = 0.5 andκ =.8. In this case, from Eq. 5) the first solution is R = R cr = expm/κ) =.4900, a = R + m) =.7349 and b = R m) = From Eq. 7), the second solution is R = R cr = exp m/κ) = , a = R + m) = and b = R m) = Therefore, one should avoid using the mentioned sizes in computation, particularly, in the Dirichlet boundary value problem. Previously, a numerical examination for degenerate scale problem for ellipse-shaped ring region was carried out [0]. The degenerate scale for half-axis is denoted by a cr. Computed result proved that if one takes the real scale a = 0.9a cr or a =.a cr, the illness solution disappears. Acknowledgments This project was supported by National Natural Science Foundation of China. Appendix A: Evaluation of some integrals in the closed forms In order to solve the degenerate scale problem, one must evaluate some integrals in advance. In the derivation, the mapping function shown by Eq. 9) is still used here Fig. ). For a point = e iθ on the unit circle, we have dθ = d i a) In the meantime, we can let z t = e iα a) In the first group of evaluation, three integrals K, K and K 3 are defined as follows Fig. 3) d K = ln z t dθ = Re lnz t)dθ = Im lnz t), for z Ɣ, t Ɣ) a3) z t K ik 3 = z t dθ = e iα dθ or K = cos αdθ, K 3 = sin αdθ, for z Ɣ, t Ɣ) where Ɣ denotes the elliptic contour. Note that, in Eqs. a3) anda4), the integration dθ is performed for argument θ in = e iθ. In addition, the subscript denotes the unit circle. Since both z and t are located on the ellipse, or z Ɣ, t Ɣ, wecanlet z = R + m ) ), t = R o + mo, z t = R o ) m ) a5) o Therefore, from Eqs. a3)anda5) wehave a4) K = K + K + K 3 a6) d K = Im ln R = π ln R a7)

11 Degenerate scale problem for plane elasticity 065 d K = Im ln o ) a8) K 3 = Im ln m ) d o = 0 a9) Clearly, in Eq. a9), the function ln m o ) can be considered as an analytic function in the region outside of the unit circle, since m/ o ) <, and the result is obtained. For the integral K, we have see Fig. 3) d K = Im ln o ) = π+θ o θ o = Re ln sin θ θ π o dθ = ln ln o )dθ = 0 sin u π 0 ln sin θ θ o dθ ) π/ du = 4 ln sinv) dv = 0 Finally, from Eqs. a6)toa0), we have d K = ln z t dθ = Im lnz t) = π ln R, for z Ɣ, t Ɣ) a) For the points and o on the unit circle, there are = / and o = / o. Therefore, the integral K ik 3 can be rewritten and evaluated immediately K ik 3 = e iα z t dθ = z t dθ = m o o m dθ = m o d = πm, for z Ɣ, t Ɣ) o m i a) In Eq. a), function m o o m can be considered as an analytic function with the principal portion G ) = m at infinity [3]. Clearly, Eq. a) can be rewritten as K = cos αdθ = πm, K 3 = sin αdθ = 0, for z Ɣ, t Ɣ) a3) In the second group of evaluation for three integrals, the points z for integration) is on the elliptic contour Ɣ,orz Ɣ. However, the point t now is an inner point to the elliptic contour, or t S +, where S + denotes the finite elliptic region Fig. 4). In this case, the three integrals L, L and L 3 are defined as follows Fig. 4) d L = ln z t dθ = Re lnz t)dθ = Im lnz t), for z Ɣ, t S+ ) a4) z t L il 3 = z t dθ = e iα dθ, or L = cos αdθ,l 3 = sin αdθ, for z Ɣ, t S + ) a5) Clearly, ln z t is a single-valued function. However, lnz t) is a multiple-valued function. In this case, one may define a branch cut line from point t toz = a to infinity Fig. 4). However, from the integrand lnz t)dθ in Eq. a4) we see that, the final result for L does not depend on the taken branch. In Eq. a4), the term lnz t) can be written in the form lnz t) = ln z + ln t ) = ln R + ln + ln + m ) ) t z + ln a6) R + m/) 0 a0)

12 066 Y. Z. Chen et al. Note that the function ln z t ) = lnz t) ln z here t S+ ) is an analytic single-valued function defined in the region outside the elliptic contour. This property is simply because both functions lnz t) and ln z have same increment πi when z goes around the elliptic contour. This property does not change after conformal t mapping. Thus, ln R+m/) ) = ln z t ) is also an analytic single-valued function defined in the region outside the unit circle. Clearly, ln + m ) is also a single-valued function in the region outside the unit circle. From Eqs. a4)anda6), we have L = L + L + L 3 + L 4 a7) d L = Im ln R = π ln R a8) d L = Im ln = Im ln ) ln dln ) = Im ln =πi ln =0 = Im π ) = 0 a9) Ɣ L 3 = Im ln + m ) d = 0 a0) ) t d L 4 = Im ln R + m) = 0 a) In Eqs. a0) anda), two functions ln + m ) and ln ) can be considered as a single-valued R +m) function defined in the region outside of unit circle, as mentioned above. Finally, we have L = t ln z t dθ = π ln R, for z Ɣ, t S + ) a) It is interesting to point out that the integral K shown by Eq. a) and the integral L shown by Eq. )take the same value. However, they have different definitions. Similar to Eq. a), the integral for L il 3 is defined and evaluated as L il 3 = e iα dθ = = Re Rm + ) t R + m) t z t z t dθ = d i = Im Rm + ) t R + m) t dθ Rm + ) t R + m) t = Imπim) = πm, for z Ɣ, t S + ) a3) Note that, the function R + m) t has no zero for at the region outside of the unit circle. Second, the Rm +) t R +m) t has its principal portion at infinity G ) = m. Thus, the result shown by Eq. a3) is obtained. Note that in Eq. a3), the relation = / is used for the point on the unit circle. Clearly, Eq. a3) can be rewritten as L = cos αdθ = πm, L 3 = sin αdθ = 0, for z Ɣ, t S + ) a4) It is interesting to point out that the integral K ik 3 shownbyeq.a) and the integral L il 3 shown by Eq. a3) take the same value. However, they have different definitions. d

13 Degenerate scale problem for plane elasticity 067 References. Rizzo, F.J.: An integral equation approach to boundary value problems in classical electrostatics. Q. J. Appl. Math. 5, ). Cruse, T.A.: Numerical solutions in three-dimensional electrostatics. Int. J. Solids Struct. 5, ) 3. Jaswon, M.A., Symm, G.T.: Integral Equation Methods in Potential Theory and Elastostatics. Academic Press, London 977) 4. rebbia, C.A., Telles, T.C.F., Wrobel, L.C.: oundary Element Techniques Theory and Applications in Engineering. Springer, Heidelberg 984) 5. Cheng, A.H.D., Cheng, D.S.: Heritage and early history of the boundary element method. Eng. Anal. oundary Elements 9, ) 6. Christiansen, S.: On two methods for elimination of non-unique solutions of an integral equation with logarithmic kernel. Appl. Anal. 3, 8 98) 7. Chen, J.T., Lin, S.R., Chen, K.H.: Degenerate scale problem when solving Laplace s equation by EM and its treatment. Int. J. Numer. Mech. Eng. 6, ) 8. Vodicka, R., Mantic, V.: On invertibility of elastic single-layer potential operator. J. Elast. 74, ) 9. Vodicka, R., Mantic, V.: On solvability of a boundary integral equation of the first kind for Dirichlet boundary value problems in plane elasticity. Comput. Mech. 4, ) 0. Chen, Y.Z., Wang, Z.X., Lin, Z.X.: Numerical examination for degenerate scale problem for ellipse-shaped ring region. Int. J. Numer. Methods Eng. 7, ). Chen, J.T., Shen, W.C.: Degenerate scale for multiply connected Laplace problems. Mech. Res. Commun. 34, ). Chen, Y.Z., Lin, Z.X., Wang, Z.X.: Evaluation of the degenerate scale for IE in plane elasticity and antiplane elasticity by using conformal mapping. Eng. Anal. oundary Elements 33, ) 3. Muskhelishvili, N.I.: Some asic Problems of Mathematical Theory of Elasticity. Noordhoff, Groningen 953) 4. Chen, J.T., Kuo, S.R., Lin, J.H.: Analytical study and numerical experiments for degenerate scale problems in the boundary element method of two-dimensional elasticity. Int. J. Numer. Methods Eng. 54, ) 5. Chen, Y.Z., Wang, Z.X., Lin, Z.X.: A new kernel in IE and the exterior boundary value problem in plane elasticity. Acta Mech. 06, ) 6. Chen, Y.Z., Lin, Z.X., Wang, Z.X.: Numerical solution for degenerate scale problem for exterior multiply connected region. Eng. Anal. oundary Elements 009, in press)

Elastic behaviour of an edge dislocation near a sharp crack emanating from a semi-elliptical blunt crack

Elastic behaviour of an edge dislocation near a sharp crack emanating from a semi-elliptical blunt crack Chin. Phys. B Vol. 19, No. 1 010 01610 Elastic behaviour of an edge dislocation near a sharp crack emanating from a semi-elliptical blunt crack Fang Qi-Hong 方棋洪, Song Hao-Peng 宋豪鹏, and Liu You-Wen 刘又文

More information

A Piezoelectric Screw Dislocation Interacting with an Elliptical Piezoelectric Inhomogeneity Containing a Confocal Elliptical Rigid Core

A Piezoelectric Screw Dislocation Interacting with an Elliptical Piezoelectric Inhomogeneity Containing a Confocal Elliptical Rigid Core Commun. Theor. Phys. 56 774 778 Vol. 56, No. 4, October 5, A Piezoelectric Screw Dislocation Interacting with an Elliptical Piezoelectric Inhomogeneity Containing a Confocal Elliptical Rigid Core JIANG

More information

3 2 6 Solve the initial value problem u ( t) 3. a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1

3 2 6 Solve the initial value problem u ( t) 3. a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1 Math Problem a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1 3 6 Solve the initial value problem u ( t) = Au( t) with u (0) =. 3 1 u 1 =, u 1 3 = b- True or false and why 1. if A is

More information

17th European Conference on Fracture 2-5 September,2008, Brno, Czech Republic. Thermal Fracture of a FGM/Homogeneous Bimaterial with Defects

17th European Conference on Fracture 2-5 September,2008, Brno, Czech Republic. Thermal Fracture of a FGM/Homogeneous Bimaterial with Defects -5 September,8, Brno, Czech Republic Thermal Fracture of a FGM/Homogeneous Bimaterial with Defects Vera Petrova, a, Siegfried Schmauder,b Voronezh State University, University Sq., Voronezh 3946, Russia

More information

The purpose of this lecture is to present a few applications of conformal mappings in problems which arise in physics and engineering.

The purpose of this lecture is to present a few applications of conformal mappings in problems which arise in physics and engineering. Lecture 16 Applications of Conformal Mapping MATH-GA 451.001 Complex Variables The purpose of this lecture is to present a few applications of conformal mappings in problems which arise in physics and

More information

On the uniformity of stresses inside an inhomogeneity of arbitrary shape

On the uniformity of stresses inside an inhomogeneity of arbitrary shape IMA Journal of Applied Mathematics 23) 68, 299 311 On the uniformity of stresses inside an inhomogeneity of arbitrary shape Y. A. ANTIPOV Department of Mathematics, Louisiana State University, Baton ouge,

More information

MECH 5312 Solid Mechanics II. Dr. Calvin M. Stewart Department of Mechanical Engineering The University of Texas at El Paso

MECH 5312 Solid Mechanics II. Dr. Calvin M. Stewart Department of Mechanical Engineering The University of Texas at El Paso MECH 5312 Solid Mechanics II Dr. Calvin M. Stewart Department of Mechanical Engineering The University of Texas at El Paso Table of Contents Preliminary Math Concept of Stress Stress Components Equilibrium

More information

Singularity characteristics for a lip-shaped crack subjected to remote biaxial loading

Singularity characteristics for a lip-shaped crack subjected to remote biaxial loading International Journal of Fracture 96: 03 4, 999. 999 Kluwer Academic Publishers. Printed in the Netherlands. Singularity characteristics for a lip-shaped crack subjected to remote biaxial loading YU QIAO

More information

Natural Boundary Element Method for Stress Field in Rock Surrounding a Roadway with Weak Local Support

Natural Boundary Element Method for Stress Field in Rock Surrounding a Roadway with Weak Local Support Copyright 011 Tech Science Press CMES, vol.71, no., pp.93-109, 011 Natural Boundary Element Method for Stress Field in Rock Surrounding a Roadway with Weak Local Support Shuncai Li 1,,3, Zhengzhu Dong

More information

Design of Pressure Vessel Pads and Attachments To Minimize Global Stress Concentrations

Design of Pressure Vessel Pads and Attachments To Minimize Global Stress Concentrations Transactions, SMiRT 9, Toronto, August 007 Design of Pressure Vessel Pads and Attachments To Minimize Global Stress Concentrations Gordon S. Bjorkman ) ) Spent Fuel Storage and Transportation Division,

More information

Complex Potential Functions and Integro-Differential Equation in Elastic Media Problem in Presence of Heat

Complex Potential Functions and Integro-Differential Equation in Elastic Media Problem in Presence of Heat American Journal of Fluid Dynamics 0, (4: 3-4 DOI: 0593/afd00040 Complex Potential Functions and Integro-Differential Equation in Elastic Media Problem in Presence of Heat M A Se ddeek, M A Abdou,*, W

More information

The Rotating Inhomogeneous Elastic Cylinders of. Variable-Thickness and Density

The Rotating Inhomogeneous Elastic Cylinders of. Variable-Thickness and Density Applied Mathematics & Information Sciences 23 2008, 237 257 An International Journal c 2008 Dixie W Publishing Corporation, U. S. A. The Rotating Inhomogeneous Elastic Cylinders of Variable-Thickness and

More information

The double layer potential

The double layer potential The double layer potential In this project, our goal is to explain how the Dirichlet problem for a linear elliptic partial differential equation can be converted into an integral equation by representing

More information

Journal of Solid Mechanics and Materials Engineering

Journal of Solid Mechanics and Materials Engineering and Materials Engineering Analysis of In-Plane Problems for an Isotropic Elastic Medium with Many Circular Holes or Rigid Inclusions Mutsumi MIYAGAWA, Jyo SHIMURA, Takuo SUZUKI and Takanobu TAMIYA Dept.of

More information

PEAT SEISMOLOGY Lecture 2: Continuum mechanics

PEAT SEISMOLOGY Lecture 2: Continuum mechanics PEAT8002 - SEISMOLOGY Lecture 2: Continuum mechanics Nick Rawlinson Research School of Earth Sciences Australian National University Strain Strain is the formal description of the change in shape of a

More information

2 Basic Equations in Generalized Plane Strain

2 Basic Equations in Generalized Plane Strain Boundary integral equations for plane orthotropic bodies and exterior regions G. Szeidl and J. Dudra University of Miskolc, Department of Mechanics 3515 Miskolc-Egyetemváros, Hungary Abstract Assuming

More information

3D Elasticity Theory

3D Elasticity Theory 3D lasticity Theory Many structural analysis problems are analysed using the theory of elasticity in which Hooke s law is used to enforce proportionality between stress and strain at any deformation level.

More information

1 Hooke s law, stiffness, and compliance

1 Hooke s law, stiffness, and compliance Non-quilibrium Continuum Physics TA session #5 TA: Yohai Bar Sinai 3.04.206 Linear elasticity I This TA session is the first of three at least, maybe more) in which we ll dive deep deep into linear elasticity

More information

A short review of continuum mechanics

A short review of continuum mechanics A short review of continuum mechanics Professor Anette M. Karlsson, Department of Mechanical ngineering, UD September, 006 This is a short and arbitrary review of continuum mechanics. Most of this material

More information

Taylor and Laurent Series

Taylor and Laurent Series Chapter 4 Taylor and Laurent Series 4.. Taylor Series 4... Taylor Series for Holomorphic Functions. In Real Analysis, the Taylor series of a given function f : R R is given by: f (x + f (x (x x + f (x

More information

Stress Analysis of Elastic Roof with Boundary Element Formulations

Stress Analysis of Elastic Roof with Boundary Element Formulations Copyright 211 Tech Science Press CMC, vol.26, no.3, pp.187-2, 211 Stress Analysis of Elastic Roof with Boundary Element Formulations Dan Ma 1,2 and Xianbiao Mao 1 Abstract: Roof is one of the most important

More information

Solving the complete-electrode direct model of ERT using the boundary element method and the method of fundamental solutions

Solving the complete-electrode direct model of ERT using the boundary element method and the method of fundamental solutions Solving the complete-electrode direct model of ERT using the boundary element method and the method of fundamental solutions T. E. Dyhoum 1,2, D. Lesnic 1, and R. G. Aykroyd 2 1 Department of Applied Mathematics,

More information

Riemann integral and volume are generalized to unbounded functions and sets. is an admissible set, and its volume is a Riemann integral, 1l E,

Riemann integral and volume are generalized to unbounded functions and sets. is an admissible set, and its volume is a Riemann integral, 1l E, Tel Aviv University, 26 Analysis-III 9 9 Improper integral 9a Introduction....................... 9 9b Positive integrands................... 9c Special functions gamma and beta......... 4 9d Change of

More information

Moving screw dislocations in piezoelectric bimaterials

Moving screw dislocations in piezoelectric bimaterials phys stat sol (b) 38 No 1 10 16 (003) / DOI 10100/pssb00301805 Moving screw dislocations in piezoelectric bimaterials Xiang-Fa Wu *1 Yuris A Dzenis 1 and Wen-Sheng Zou 1 Department of Engineering Mechanics

More information

ROTATING RING. Volume of small element = Rdθbt if weight density of ring = ρ weight of small element = ρrbtdθ. Figure 1 Rotating ring

ROTATING RING. Volume of small element = Rdθbt if weight density of ring = ρ weight of small element = ρrbtdθ. Figure 1 Rotating ring ROTATIONAL STRESSES INTRODUCTION High centrifugal forces are developed in machine components rotating at a high angular speed of the order of 100 to 500 revolutions per second (rps). High centrifugal force

More information

On Invertibility of Elastic Single-Layer Potential Operator

On Invertibility of Elastic Single-Layer Potential Operator Journal of Elasticity 74: 147 173, 2004. 2004 Kluwer Academic Publishers. Printed in the Netherlands. 147 On Invertibility of Elastic Single-Layer Potential Operator R. VODIČKA 1 and V. MANTIČ 2 1 Department

More information

(x 1, y 1 ) = (x 2, y 2 ) if and only if x 1 = x 2 and y 1 = y 2.

(x 1, y 1 ) = (x 2, y 2 ) if and only if x 1 = x 2 and y 1 = y 2. 1. Complex numbers A complex number z is defined as an ordered pair z = (x, y), where x and y are a pair of real numbers. In usual notation, we write z = x + iy, where i is a symbol. The operations of

More information

Mathematics 104 Fall Term 2006 Solutions to Final Exam. sin(ln t) dt = e x sin(x) dx.

Mathematics 104 Fall Term 2006 Solutions to Final Exam. sin(ln t) dt = e x sin(x) dx. Mathematics 14 Fall Term 26 Solutions to Final Exam 1. Evaluate sin(ln t) dt. Solution. We first make the substitution t = e x, for which dt = e x. This gives sin(ln t) dt = e x sin(x). To evaluate the

More information

The Evaluation Of early Singular Integrals In The Direct Regularized Boundary Element Method

The Evaluation Of early Singular Integrals In The Direct Regularized Boundary Element Method The Evaluation Of early Singular Integrals In The Direct Regularized Boundary Element Method * School of Science Shandong university of technology Zhangzhou Road #, Zibo, Shandong, 55049 China Zhengbin60@6.com

More information

THE TRACTION BOUNDARY CONTOUR METHOD FOR LINEAR ELASTICITY

THE TRACTION BOUNDARY CONTOUR METHOD FOR LINEAR ELASTICITY INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING Int. J. Numer. Meth. Engng. 46, 1883}1895 (1999) THE TRACTION BOUNDARY CONTOUR METHOD FOR LINEAR ELASTICITY ZHOU SHENJIE*, CAO ZHIYUAN AND SUN

More information

Chapter 5 Structural Elements: The truss & beam elements

Chapter 5 Structural Elements: The truss & beam elements Institute of Structural Engineering Page 1 Chapter 5 Structural Elements: The truss & beam elements Institute of Structural Engineering Page 2 Chapter Goals Learn how to formulate the Finite Element Equations

More information

Linearized theory of elasticity

Linearized theory of elasticity Linearized theory of elasticity Arie Verhoeven averhoev@win.tue.nl CASA Seminar, May 24, 2006 Seminar: Continuum mechanics 1 Stress and stress principles Bart Nowak March 8 2 Strain and deformation Mark

More information

CVBEM for a System of Second Order Elliptic Partial Differential Equations

CVBEM for a System of Second Order Elliptic Partial Differential Equations CVBEM for a System of Second Order Elliptic Partial Differential Equations W. T. Ang and Y. S. Par Faculty of Engineering, Universiti Malaysia Sarawa, 94300 Kota Samarahan, Malaysia Abstract A boundary

More information

Chapter 2 Governing Equations

Chapter 2 Governing Equations Chapter Governing Equations Abstract In this chapter fundamental governing equations for propagation of a harmonic disturbance on the surface of an elastic half-space is presented. The elastic media is

More information

A Mixed Nonconforming Finite Element for Linear Elasticity

A Mixed Nonconforming Finite Element for Linear Elasticity A Mixed Nonconforming Finite Element for Linear Elasticity Zhiqiang Cai, 1 Xiu Ye 2 1 Department of Mathematics, Purdue University, West Lafayette, Indiana 47907-1395 2 Department of Mathematics and Statistics,

More information

Presence of Heat on an Infinite Plate with a Curvilinear Hole Having Two Poles

Presence of Heat on an Infinite Plate with a Curvilinear Hole Having Two Poles Journal of Modern Physics, 5, 6, 837-853 Published Online May 5 in SciRes. http://www.scirp.org/ournal/mp http://dx.doi.org/.436/mp.5.6688 Presence of Heat on an Infinite Plate with a Curvilinear Hole

More information

12. Stresses and Strains

12. Stresses and Strains 12. Stresses and Strains Finite Element Method Differential Equation Weak Formulation Approximating Functions Weighted Residuals FEM - Formulation Classification of Problems Scalar Vector 1-D T(x) u(x)

More information

Complex Analysis MATH 6300 Fall 2013 Homework 4

Complex Analysis MATH 6300 Fall 2013 Homework 4 Complex Analysis MATH 6300 Fall 2013 Homework 4 Due Wednesday, December 11 at 5 PM Note that to get full credit on any problem in this class, you must solve the problems in an efficient and elegant manner,

More information

Solutions for the Practice Final - Math 23B, 2016

Solutions for the Practice Final - Math 23B, 2016 olutions for the Practice Final - Math B, 6 a. True. The area of a surface is given by the expression d, and since we have a parametrization φ x, y x, y, f x, y with φ, this expands as d T x T y da xy

More information

1 Discussion on multi-valued functions

1 Discussion on multi-valued functions Week 3 notes, Math 7651 1 Discussion on multi-valued functions Log function : Note that if z is written in its polar representation: z = r e iθ, where r = z and θ = arg z, then log z log r + i θ + 2inπ

More information

On the circumferential shear stress around circular and elliptical holes

On the circumferential shear stress around circular and elliptical holes Arch Appl Mech 2015) 85:223 235 DOI 10.1007/s00419-014-0915-1 ORIGINAL Vlado A. Lubarda On the circumferential shear stress around circular and elliptical holes Received: 16 May 2014 / Accepted: 3 September

More information

Chapter 3 Stress, Strain, Virtual Power and Conservation Principles

Chapter 3 Stress, Strain, Virtual Power and Conservation Principles Chapter 3 Stress, Strain, irtual Power and Conservation Principles 1 Introduction Stress and strain are key concepts in the analytical characterization of the mechanical state of a solid body. While stress

More information

Prediction of Elastic Constants on 3D Four-directional Braided

Prediction of Elastic Constants on 3D Four-directional Braided Prediction of Elastic Constants on 3D Four-directional Braided Composites Prediction of Elastic Constants on 3D Four-directional Braided Composites Liang Dao Zhou 1,2,* and Zhuo Zhuang 1 1 School of Aerospace,

More information

Note: Each problem is worth 14 points except numbers 5 and 6 which are 15 points. = 3 2

Note: Each problem is worth 14 points except numbers 5 and 6 which are 15 points. = 3 2 Math Prelim II Solutions Spring Note: Each problem is worth points except numbers 5 and 6 which are 5 points. x. Compute x da where is the region in the second quadrant between the + y circles x + y and

More information

1 Assignment 1: Nonlinear dynamics (due September

1 Assignment 1: Nonlinear dynamics (due September Assignment : Nonlinear dynamics (due September 4, 28). Consider the ordinary differential equation du/dt = cos(u). Sketch the equilibria and indicate by arrows the increase or decrease of the solutions.

More information

Math Homework 2

Math Homework 2 Math 73 Homework Due: September 8, 6 Suppose that f is holomorphic in a region Ω, ie an open connected set Prove that in any of the following cases (a) R(f) is constant; (b) I(f) is constant; (c) f is

More information

u xx + u yy = 0. (5.1)

u xx + u yy = 0. (5.1) Chapter 5 Laplace Equation The following equation is called Laplace equation in two independent variables x, y: The non-homogeneous problem u xx + u yy =. (5.1) u xx + u yy = F, (5.) where F is a function

More information

Aero III/IV Conformal Mapping

Aero III/IV Conformal Mapping Aero III/IV Conformal Mapping View complex function as a mapping Unlike a real function, a complex function w = f(z) cannot be represented by a curve. Instead it is useful to view it as a mapping. Write

More information

lim = F F = F x x + F y y + F z

lim = F F = F x x + F y y + F z Physics 361 Summary of Results from Lecture Physics 361 Derivatives of Scalar and Vector Fields The gradient of a scalar field f( r) is given by g = f. coordinates f g = ê x x + ê f y y + ê f z z Expressed

More information

Lecture 8. Stress Strain in Multi-dimension

Lecture 8. Stress Strain in Multi-dimension Lecture 8. Stress Strain in Multi-dimension Module. General Field Equations General Field Equations [] Equilibrium Equations in Elastic bodies xx x y z yx zx f x 0, etc [2] Kinematics xx u x x,etc. [3]

More information

On the torsion of functionally graded anisotropic linearly elastic bars

On the torsion of functionally graded anisotropic linearly elastic bars IMA Journal of Applied Mathematics (2007) 72, 556 562 doi:10.1093/imamat/hxm027 Advance Access publication on September 25, 2007 edicated with admiration to Robin Knops On the torsion of functionally graded

More information

EFFECT OF ELLIPTIC OR CIRCULAR HOLES ON THE STRESS DISTRIBUTION IN PLATES

EFFECT OF ELLIPTIC OR CIRCULAR HOLES ON THE STRESS DISTRIBUTION IN PLATES EFFECT OF ELLIPTIC OR CIRCULAR HOLES ON THE STRESS DISTRIBUTION IN PLATES OF WOOD OR PLYWOOD CONSIDERED AS ORTHOTROPIC MATERIALS Information Revied and Reaffirmed March 1956 No. 1510 EFFECT OF ELLIPTIC

More information

Solutions to Exercises 6.1

Solutions to Exercises 6.1 34 Chapter 6 Conformal Mappings Solutions to Exercises 6.. An analytic function fz is conformal where f z. If fz = z + e z, then f z =e z z + z. We have f z = z z += z =. Thus f is conformal at all z.

More information

CHAPTER THREE SYMMETRIC BENDING OF CIRCLE PLATES

CHAPTER THREE SYMMETRIC BENDING OF CIRCLE PLATES CHAPTER THREE SYMMETRIC BENDING OF CIRCLE PLATES * Governing equations in beam and plate bending ** Solution by superposition 1.1 From Beam Bending to Plate Bending 1.2 Governing Equations For Symmetric

More information

Lecture 7: The Beam Element Equations.

Lecture 7: The Beam Element Equations. 4.1 Beam Stiffness. A Beam: A long slender structural component generally subjected to transverse loading that produces significant bending effects as opposed to twisting or axial effects. MECH 40: Finite

More information

Solution Set Two. 1 Problem #1: Projectile Motion Cartesian Coordinates Polar Coordinates... 3

Solution Set Two. 1 Problem #1: Projectile Motion Cartesian Coordinates Polar Coordinates... 3 : Solution Set Two Northwestern University, Classical Mechanics Classical Mechanics, Third Ed.- Goldstein October 7, 2015 Contents 1 Problem #1: Projectile Motion. 2 1.1 Cartesian Coordinates....................................

More information

a x Questions on Classical Solutions 1. Consider an infinite linear elastic plate with a hole as shown. Uniform shear stress

a x Questions on Classical Solutions 1. Consider an infinite linear elastic plate with a hole as shown. Uniform shear stress Questions on Classical Solutions. Consider an infinite linear elastic plate with a hole as shown. Uniform shear stress σ xy = T is applied at infinity. Determine the value of the stress σ θθ on the edge

More information

. D CR Nomenclature D 1

. D CR Nomenclature D 1 . D CR Nomenclature D 1 Appendix D: CR NOMENCLATURE D 2 The notation used by different investigators working in CR formulations has not coalesced, since the topic is in flux. This Appendix identifies the

More information

Analyzing Plane-plate Bending with EFGM

Analyzing Plane-plate Bending with EFGM Journal of Mathematics Research March, 2009 Analyzing Plane-plate Bending with EFGM Yajing Zhang, Maohui Xia & Yun Zhai Department of Science, YanShan University Qinhuangdao 066004, China E-mail: zhang

More information

Topic 4 Notes Jeremy Orloff

Topic 4 Notes Jeremy Orloff Topic 4 Notes Jeremy Orloff 4 auchy s integral formula 4. Introduction auchy s theorem is a big theorem which we will use almost daily from here on out. Right away it will reveal a number of interesting

More information

Math 1B Final Exam, Solution. Prof. Mina Aganagic Lecture 2, Spring (6 points) Use substitution and integration by parts to find:

Math 1B Final Exam, Solution. Prof. Mina Aganagic Lecture 2, Spring (6 points) Use substitution and integration by parts to find: Math B Final Eam, Solution Prof. Mina Aganagic Lecture 2, Spring 20 The eam is closed book, apart from a sheet of notes 8. Calculators are not allowed. It is your responsibility to write your answers clearly..

More information

Properties of the stress tensor

Properties of the stress tensor Appendix C Properties of the stress tensor Some of the basic properties of the stress tensor and traction vector are reviewed in the following. C.1 The traction vector Let us assume that the state of stress

More information

Boundary Element Method for the Helmholtz Equation

Boundary Element Method for the Helmholtz Equation Journal of Mathematical Extension Vol. 9, No. 4, (205), 65-79 ISSN: 735-8299 URL: http://www.ijmex.com Boundary Element Method for the Helmholtz Equation A. Mesforush Shahrood University Z. Mehraban Shahrood

More information

On elastic compliances of irregularly shaped cracks

On elastic compliances of irregularly shaped cracks International Journal of Fracture 114: 245 257, 2002. 2002 Kluwer Academic Publishers. Printed in the Netherlands. On elastic compliances of irregularly shaped cracks I. SEVOSTIANOV 1 and M. KACHANOV 2

More information

ON THE ASYMPTOTIC REPRESENTATION OF THE SOLUTIONS TO THE FOURTH GENERAL PAINLEVÉ EQUATION

ON THE ASYMPTOTIC REPRESENTATION OF THE SOLUTIONS TO THE FOURTH GENERAL PAINLEVÉ EQUATION IJMMS 003:13, 45 51 PII. S016117103060 http://ijmms.hindawi.com Hindawi Publishing Corp. ON THE ASYMPTOTIC REPRESENTATION OF THE SOLUTIONS TO THE FOURTH GENERAL PAINLEVÉ EQUATION YOUMIN LU Received 5 June

More information

The result above is known as the Riemann mapping theorem. We will prove it using basic theory of normal families. We start this lecture with that.

The result above is known as the Riemann mapping theorem. We will prove it using basic theory of normal families. We start this lecture with that. Lecture 15 The Riemann mapping theorem Variables MATH-GA 2451.1 Complex The point of this lecture is to prove that the unit disk can be mapped conformally onto any simply connected open set in the plane,

More information

FEM type method for reconstruction of plane stress tensors from limited data on principal directions

FEM type method for reconstruction of plane stress tensors from limited data on principal directions Mesh Reduction Methods 57 FEM type method for reconstruction of plane stress tensors from limited data on principal directions J. Irša & A. N. Galybin Wessex Institute of Technology, Southampton, UK Abstract

More information

The Calculus of Residues

The Calculus of Residues hapter 7 The alculus of Residues If fz) has a pole of order m at z = z, it can be written as Eq. 6.7), or fz) = φz) = a z z ) + a z z ) +... + a m z z ) m, 7.) where φz) is analytic in the neighborhood

More information

Chapter 2 CONTINUUM MECHANICS PROBLEMS

Chapter 2 CONTINUUM MECHANICS PROBLEMS Chapter 2 CONTINUUM MECHANICS PROBLEMS The concept of treating solids and fluids as though they are continuous media, rather thancomposedofdiscretemolecules, is one that is widely used in most branches

More information

Before you begin read these instructions carefully:

Before you begin read these instructions carefully: NATURAL SCIENCES TRIPOS Part IB & II (General Friday, 30 May, 2014 9:00 am to 12:00 pm MATHEMATICS (2 Before you begin read these instructions carefully: You may submit answers to no more than six questions.

More information

Fast multipole boundary element method for the analysis of plates with many holes

Fast multipole boundary element method for the analysis of plates with many holes Arch. Mech., 59, 4 5, pp. 385 401, Warszawa 2007 Fast multipole boundary element method for the analysis of plates with many holes J. PTASZNY, P. FEDELIŃSKI Department of Strength of Materials and Computational

More information

42. Change of Variables: The Jacobian

42. Change of Variables: The Jacobian . Change of Variables: The Jacobian It is common to change the variable(s) of integration, the main goal being to rewrite a complicated integrand into a simpler equivalent form. However, in doing so, the

More information

cauchy s integral theorem: examples

cauchy s integral theorem: examples Physics 4 Spring 17 cauchy s integral theorem: examples lecture notes, spring semester 17 http://www.phys.uconn.edu/ rozman/courses/p4_17s/ Last modified: April 6, 17 Cauchy s theorem states that if f

More information

MTH 3102 Complex Variables Solutions: Practice Exam 2 Mar. 26, 2017

MTH 3102 Complex Variables Solutions: Practice Exam 2 Mar. 26, 2017 Name Last name, First name): MTH 31 omplex Variables Solutions: Practice Exam Mar. 6, 17 Exam Instructions: You have 1 hour & 1 minutes to complete the exam. There are a total of 7 problems. You must show

More information

= 2 x y 2. (1)

= 2 x y 2. (1) COMPLEX ANALYSIS PART 5: HARMONIC FUNCTIONS A Let me start by asking you a question. Suppose that f is an analytic function so that the CR-equation f/ z = 0 is satisfied. Let us write u and v for the real

More information

Further Linear Elasticity

Further Linear Elasticity Torsion of cylindrical bodies Further Linear Elasticity Problem Sheet # 1. Consider a cylindrical body of length L, the ends of which are subjected to distributions of tractions that are statically equivalent

More information

CLASSIFICATION AND PRINCIPLE OF SUPERPOSITION FOR SECOND ORDER LINEAR PDE

CLASSIFICATION AND PRINCIPLE OF SUPERPOSITION FOR SECOND ORDER LINEAR PDE CLASSIFICATION AND PRINCIPLE OF SUPERPOSITION FOR SECOND ORDER LINEAR PDE 1. Linear Partial Differential Equations A partial differential equation (PDE) is an equation, for an unknown function u, that

More information

Geometry-dependent MITC method for a 2-node iso-beam element

Geometry-dependent MITC method for a 2-node iso-beam element Structural Engineering and Mechanics, Vol. 9, No. (8) 3-3 Geometry-dependent MITC method for a -node iso-beam element Phill-Seung Lee Samsung Heavy Industries, Seocho, Seoul 37-857, Korea Hyu-Chun Noh

More information

Synopsis of Complex Analysis. Ryan D. Reece

Synopsis of Complex Analysis. Ryan D. Reece Synopsis of Complex Analysis Ryan D. Reece December 7, 2006 Chapter Complex Numbers. The Parts of a Complex Number A complex number, z, is an ordered pair of real numbers similar to the points in the real

More information

BEAMS IN BENDING CHAPTER 1

BEAMS IN BENDING CHAPTER 1 CHAPTER 1 BEAMS IN BENDING This book deals with the extension, bending, and torsion of bars, especially thinwalled members. Although computational approaches for the analysis and design of bars are emphasied,

More information

A PENNY-SHAPED CRACK IN AN INHOMOGENEOUS ELASTIC MATERIAL UNDER AXISYMMETRIC TORSION

A PENNY-SHAPED CRACK IN AN INHOMOGENEOUS ELASTIC MATERIAL UNDER AXISYMMETRIC TORSION A PENNY-SHAPED CRACK IN AN INHOMOGENEOUS ELASTIC MATERIAL UNDER AXISYMMETRIC TORSION W. T. Ang Department of Applied Mathematics University of Adelaide, South Australia Abstract The problem of a penny-shaped

More information

Basic Equations of Elasticity

Basic Equations of Elasticity A Basic Equations of Elasticity A.1 STRESS The state of stress at any point in a loaded bo is defined completely in terms of the nine components of stress: σ xx,σ yy,σ zz,σ xy,σ yx,σ yz,σ zy,σ zx,andσ

More information

Week 2 Notes, Math 865, Tanveer

Week 2 Notes, Math 865, Tanveer Week 2 Notes, Math 865, Tanveer 1. Incompressible constant density equations in different forms Recall we derived the Navier-Stokes equation for incompressible constant density, i.e. homogeneous flows:

More information

Trefftz-type procedure for Laplace equation on domains with circular holes, circular inclusions, corners, slits, and symmetry

Trefftz-type procedure for Laplace equation on domains with circular holes, circular inclusions, corners, slits, and symmetry Computer Assisted Mechanics and Engineering Sciences, 4: 501 519, 1997. Copyright c 1997 by Polska Akademia Nauk Trefftz-type procedure for Laplace equation on domains with circular holes, circular inclusions,

More information

6.1 Formulation of the basic equations of torsion of prismatic bars (St. Venant) Figure 6.1: Torsion of a prismatic bar

6.1 Formulation of the basic equations of torsion of prismatic bars (St. Venant) Figure 6.1: Torsion of a prismatic bar Module 6 Torsion Learning Objectives 6.1 Formulation of the basic equations of torsion of prismatic bars (St. Venant) Readings: Sadd 9.3, Timoshenko Chapter 11 e e 1 e 3 Figure 6.1: Torsion of a prismatic

More information

A parametric study on the elastic-plastic deformation of a centrally heated two-layered composite cylinder with free ends

A parametric study on the elastic-plastic deformation of a centrally heated two-layered composite cylinder with free ends Arch. Mech., 68, 3, pp. 03 8, Warszawa 06 A parametric study on the elastic-plastic deformation of a centrally heated two-layered composite cylinder with free ends F. YALCIN ), A. OZTURK ), M. GULGEC 3)

More information

BEM Formulation plane orthotropic bodies a modification for exterior regions and its proof

BEM Formulation plane orthotropic bodies a modification for exterior regions and its proof Ŕ periodica polytechnica Civil Engineering 5/ 7 3 web: http:// www.pp.bme.hu/ ci c Periodica Polytechnica 7 BEM Formulation plane orthotropic bodies a modification for exterior regions its proof RESEARCH

More information

ELASTICITY (MDM 10203)

ELASTICITY (MDM 10203) ELASTICITY () Lecture Module 3: Fundamental Stress and Strain University Tun Hussein Onn Malaysia Normal Stress inconstant stress distribution σ= dp da P = da A dimensional Area of σ and A σ A 3 dimensional

More information

MATH 205C: STATIONARY PHASE LEMMA

MATH 205C: STATIONARY PHASE LEMMA MATH 205C: STATIONARY PHASE LEMMA For ω, consider an integral of the form I(ω) = e iωf(x) u(x) dx, where u Cc (R n ) complex valued, with support in a compact set K, and f C (R n ) real valued. Thus, I(ω)

More information

1 Stress and Strain. Introduction

1 Stress and Strain. Introduction 1 Stress and Strain Introduction This book is concerned with the mechanical behavior of materials. The term mechanical behavior refers to the response of materials to forces. Under load, a material may

More information

DAMPING OF GENERALIZED THERMO ELASTIC WAVES IN A HOMOGENEOUS ISOTROPIC PLATE

DAMPING OF GENERALIZED THERMO ELASTIC WAVES IN A HOMOGENEOUS ISOTROPIC PLATE Materials Physics and Mechanics 4 () 64-73 Received: April 9 DAMPING OF GENERALIZED THERMO ELASTIC WAVES IN A HOMOGENEOUS ISOTROPIC PLATE R. Selvamani * P. Ponnusamy Department of Mathematics Karunya University

More information

V (r,t) = i ˆ u( x, y,z,t) + ˆ j v( x, y,z,t) + k ˆ w( x, y, z,t)

V (r,t) = i ˆ u( x, y,z,t) + ˆ j v( x, y,z,t) + k ˆ w( x, y, z,t) IV. DIFFERENTIAL RELATIONS FOR A FLUID PARTICLE This chapter presents the development and application of the basic differential equations of fluid motion. Simplifications in the general equations and common

More information

Chapter II. Complex Variables

Chapter II. Complex Variables hapter II. omplex Variables Dates: October 2, 4, 7, 2002. These three lectures will cover the following sections of the text book by Keener. 6.1. omplex valued functions and branch cuts; 6.2.1. Differentiation

More information

Two special equations: Bessel s and Legendre s equations. p Fourier-Bessel and Fourier-Legendre series. p

Two special equations: Bessel s and Legendre s equations. p Fourier-Bessel and Fourier-Legendre series. p LECTURE 1 Table of Contents Two special equations: Bessel s and Legendre s equations. p. 259-268. Fourier-Bessel and Fourier-Legendre series. p. 453-460. Boundary value problems in other coordinate system.

More information

Numerical techniques for linear and nonlinear eigenvalue problems in the theory of elasticity

Numerical techniques for linear and nonlinear eigenvalue problems in the theory of elasticity ANZIAM J. 46 (E) ppc46 C438, 005 C46 Numerical techniques for linear and nonlinear eigenvalue problems in the theory of elasticity Aliki D. Muradova (Received 9 November 004, revised April 005) Abstract

More information

Solutions to Tutorial for Week 3

Solutions to Tutorial for Week 3 The University of Sydney School of Mathematics and Statistics Solutions to Tutorial for Week 3 MATH9/93: Calculus of One Variable (Advanced) Semester, 08 Web Page: sydney.edu.au/science/maths/u/ug/jm/math9/

More information

Laplace s Equation. Chapter Mean Value Formulas

Laplace s Equation. Chapter Mean Value Formulas Chapter 1 Laplace s Equation Let be an open set in R n. A function u C 2 () is called harmonic in if it satisfies Laplace s equation n (1.1) u := D ii u = 0 in. i=1 A function u C 2 () is called subharmonic

More information

Introduction to the J-integral

Introduction to the J-integral Introduction to the J-integral Instructor: Ramsharan Rangarajan February 24, 2016 The purpose of this lecture is to briefly introduce the J-integral, which is widely used in fracture mechanics. To the

More information

Strain Transformation equations

Strain Transformation equations Strain Transformation equations R. Chandramouli Associate Dean-Research SASTRA University, Thanjavur-613 401 Joint Initiative of IITs and IISc Funded by MHRD Page 1 of 8 Table of Contents 1. Stress transformation

More information

Green s Theorem. MATH 311, Calculus III. J. Robert Buchanan. Fall Department of Mathematics. J. Robert Buchanan Green s Theorem

Green s Theorem. MATH 311, Calculus III. J. Robert Buchanan. Fall Department of Mathematics. J. Robert Buchanan Green s Theorem Green s Theorem MATH 311, alculus III J. obert Buchanan Department of Mathematics Fall 2011 Main Idea Main idea: the line integral around a positively oriented, simple closed curve is related to a double

More information