Bayesian Technique for Reducing Uncertainty in Fatigue Failure Model

Size: px
Start display at page:

Download "Bayesian Technique for Reducing Uncertainty in Fatigue Failure Model"

Transcription

1 9IDM- Bayesian Technique or Reducing Uncertainty in Fatigue Failure Model Sriram Pattabhiraman and Nam H. Kim University o Florida, Gainesville, FL, 36 Copyright 8 SAE International ABSTRACT In this paper, Bayesian statistics is utilized to update uncertainty associated with the atigue lie relation. The distribution or atigue strain at a constant load cycle is determined using the tial uncertainty rom analytical prediction and likelihood unctions associated with data. The Bayesian technique is a good method to reduce uncertainty and at the same time provides a conservative estimate, given the distribution o analytical prediction errors and variability o data. First, the distribution o analytical atigue model error is estimated using Monte Carlo simulation with uniormly distributed parameters. Then the error distribution is progressively updated by using the variability as a likelihood unction, which is obtained rom ield data. The sensitivity o estimated distribution with respect to the tial error distribution and the selected likelihood unction is studied. The proposed method is applied to estimate the atigue lie o turbine blade. It is ound that the proposed Bayesian technique reduces the scatteredness o atigue lie by almost %, while maintang the conservative lie estimate at a given atigue strain. In addition, a good conservative estimate o atigue lie prediction has been proposed using a knockdown actor that is obtained rom the distribution o lowest data. INTRODUCTION In general, there are two dierent lie prediction models in atigue analysis: stress-lie and strain-lie models. The ormer is oten used or high-cycle atigue analysis in which the stress-strain relation is in the linear region. The latter is requently used or low- and medium-cycle atigue in which plastic deormation contributes to the atigue lie. Although the basic concept in the proposed Bayesian approach is the same, the strain-lie model will be investigated in this paper. In strain-lie atigue analysis, the total atigue strain ( t ) is decomposed by elastic strain ( e ) and plastic. For this analysis, the strain-lie curve is de- strain ( p ) ined [3] as: t s e p E b N e N c () where e is the coeicient o atigue ductility, s the coeicient o atigue strength, b the eponent o atigue strength, c the eponent o atigue ductility, and E the Young s modulus. The coeicients in the strain-lie curve are obtained using curve-itting o data. However, due to variability in and material, the results are oten scattered. In the material handbook, or eample, the standard values o the coeicients are available. However, a particular batch o material may have dierent properties. In addition, a particular machine may have dierent atigue properties due to manuacturing process used and possibility o residual stresses. Thus, an important question is how to ind more accurate lie estimate or a speciic machine when several data are available. Traditionally, saety actors have been adopted as a measure to counter variability. But, presently, there is growing interest in replacing saety actor-based determstic design with reliability-based design (e.g., Wirsching [7], SAE Aerospace Inormation Report 8 [] ). In addition, the goal o is oten to ind conservative estimate o the predicted lie. Obviously taking the lowest data can be a choice, but its variability will be high and in many cases, the lowest data will not provide enough conservativeness []. Thus, another important question is how to ind the best way o predicting conservative atigue lie o a machine. The objective o this paper is to investigate the possibility o using the Bayesian statistics in order to reduce scatteredness o the atigue lie distribution when additional data are available. In addition, a good way o conservatively estimating atigue lie is proposed using a knockdown actor a term introduced or correcting analytical predictions based on results [8] ) that is obtained rom the distribution o lowest data. The concept o Graduate student, Department o Mechanical and Aerospace Engineering, psriram8@ul.edu. Associate Proessor, Department o Mechanical and Aerospace Engineering, nkim@ul.edu.

2 knockdown actor has been adopted in aerospace structures. randomly chosen within the variability limits with the analytical value as the mean. INPUTS AND ASSUMPTIONS It is important to understand the assumptions that are used in this paper. Some o them are or convenience, and others represent the lack o knowledge. I additional inormation is available, the latter can be improved. It is irst assumed that the coeicients in Eq. () are randomly distributed and their statistical distribution parameters are known. These distributions represent the prior knowledge or analytical prediction. This inormation can be obtained by studying strain-lie data and by estimating upper- and lower-bounds o data rom the mean curve. When this inormation is not available, it is possible to assume that these parameters ( s, e, b, and c) are distributed uniormly with given bounds rom their nominal values. This will serve as a prior knowledge o the atigue ailure distribution. Even i input parameters are uniormly distributed, the atigue ailure strain will not be uniormly distributed. The conidence interval is a measure o our conidence in the analytically predicted value. It would be the lower and upper bounds o the strain-lie data. However, since only the distribution o each parameter is considered known, the bounds or lie cycle value are determined rom the distribution o all parameters. Considering cases, where only one o the parameters varies at a time, while the rest o them are at their mean values, the sensitivity o lie cycle value to each parameter has been determined, and ound to be positive or all parameters. Hence, the upper and lower bounds or lie cycle would be when all parameters are simultaneously at their algebraic maimum and mmum values, respectively. The bounds o the conidence interval are usually epressed as a percentage o analytical value. I the bounds are asymmetrically distributed about the analytical value, the maimum variation is considered. The distribution o error is the distribution o lie cycle due to the distributions o the parameters. This distribution o error is generated using the Monte Carlo Simulation (MCS). In this paper, the MCS is perormed by generating, values or each parameter, governed by its variability. These randomly generated numbers are used to calculate, values o strain lie, rom which the distribution o error can be estimated. Test variability is the scatteredness o the data. Distribution o variability is the histogram o strain-lie data at the known constant ailure atigue strain ( t ) value. However, or the want o data, the distribution o variability is assumed to be normal with same parameters as that o the distribution o error. Even i there is no limitation on the number o data, three data are assumed available through the o a speciic component. These three data are BAYESIAN UPDATE FOR FATIGUE FAILURE STRAIN NORMALIZATION: Although the raw data and tial distribution can be used or Bayesian update, it is oten more convenient to normalize all data and distributions. All the actors aecting the Bayesian update, such as the conidence interval, error distribution, variability, and results are normalized with respect to the tial value o atigue lie, N. Since the conidence interval is epressed as a percentage o analytical value, it is not aected by normalization. The parameters o variability are epressed as a raction o mean value. In the normalized distribution, the standard deviation becomes identical to the coeicient o variance (COV). LIKELIHOOD FUNCTION: The likelihood unction o a result is the probability o obtang that result, given the value o actual atigue lie and the variability. It is actually the ordinate value o probability distribution unction (PDF) o variability with the actual atigue lie as its mean, when the abscissa is equal to the result. The likelihood would be a single value, i the actual atigue lie is known. But, since only the bounds or the actual atigue lie are known, the likelihood unction varies within that conidence interval. The likelihood o the given result can be ound by considering each point within the error bounds as the actual atigue lie. The likelihood unction or a given result would be the variation o these likelihood values with the actual atigue lie values. The likelihood unction or each o the three results can be determined in a similar ashion. BAYESIAN UPDATE: The Bayesian update is based on the theory o conditional probability, which states p true p true p true () p The epression or Bayesian update is very similar, i.e. upd N N N N N de Here, N is the likelihood unction or the given result. It could also be seen as probability o obtang the result given the true value o atigue lie. N is the tial distribution o N. For updating with the irst result, this distribution is taken as the error distribution. This updated distribution is used as the tial t (3)

3 distribution or updating with second result and so on. The denominator is simply the integration o numerator. This is interpreted as the normalization o PDF such that the area under the distribution becomes one. Dierent techniques like Trapezoidal rule, Simpson s Rule, etc, can be used or this purpose. Trapezoidal rule has been used in this paper or numerical integration. Ater the tial distribution is updated using the irst upd data, N is replaced by N, and the above procedure is repeated or the net results. The mean o the distribution obtained ater updating with inal result, is called the Bayesian Lie. KNOCKDOWN FACTOR: It is common in practice to take the mmum value o the results as the actual atigue lie. Such consideration implicitly applies a knockdown actor on average atigue lie value. In this paper, an eplicit knockdown actor is calculated rom statistics and multiplied to the mean value o the updated Bayesian lie to calculate a conservative estimate o the atigue lie. It is known that the lowest o the results ollows an etreme value distribution [6]. The mean o this etreme value distribution is used or the knockdown actor. Knock down actor calculation depends on material variability only. I is the cumulative distribution unction (CDF) o material variability ater normalization, the etreme value distribution is given by, 3 3 F ( ) (4) The mean o this etreme value distribution ( F ) is the knockdown actor. [] The conservative estimate o atigue lie is the product o the Bayesian Lie and knockdown actor. NUMERICAL EXAMPLE CONSTANT CYCLE TEST As a case, the Bayesian technique is applied to steel 434 material, whose strain-lie atigue parameters are shown in Table [4]. The strain-lie curve or steel 434 material is shown as Mean curve in Figure. The uncertainty in the parameters leads to uncertainty in strain amplitude ( t ). First the sensitivity o strain amplitude with respect to each o the parameters has been determined, and ound to be positive or all parameters. The eect o the uncertainty in strain amplitude has been plotted through the Maimum and Mmum curves in Figure. These curves have been plotted considering each o the parameter at its algebraic maimum and mmum respectively, governed by its variability. 3 In the irst eample, it is assumed that the material is ailed at N =, reversals and three data are available at that reversal value. Since the crossover reversal or this material is in the order or,, the atigue strain is in the elastic region. For the material parameters in Table, the value o analytical atigue strain is.3. t Table : Strain-lie atigue parameters or steel 434 Parameter Value Elastic stiness (E) 8,9 MPa Fatigue ductility coeicient (e ).83 Fatigue ductility eponent (c) -.6 Fatigue strength coeicient (s ),73 MPa Fatigue strength eponent (b) -.9 e t N Figure : Strain-lie curve or steel Mean Mmum Maimum Figure : Histogram o atigue strain at N =, In order to ind the tial error bounds o the atigue model, all parameters aecting the atigue strain are assumed to vary uniormly % o their nominal value. When all the parameters are varying simultaneously, the value o t varies between.4 and.4. Then, the error bounds are calculated considering the maimum deviation rom the mean, i.e.,.4.3 =.3, which is about 39% o the mean. Hence, the error bounds are 39% o the mean.

4 () In addition to the error bounds, detailed distribution o t can be plotted using MCS. First,, samples o material parameters are randomly generated according to uniorm distribution. Then, the histogram o t is plotted by applying these samples to Eq. (). Figure shows the histogram o atigue strain at N =, reversals. The solid curve connects the midpoint o each bin in the histogram. The PDF o atigue strain is obtained by scaling down the curve, such that the area under the curve is unity. It turns out that the atigue strain distribution has ollowing parameters: Mean.33 SD.33 In Figure 3, the normal distribution with the same mean and standard deviation is plotted. It is clear that the histogram looks close to a normal distribution with same parameters. Although variability associated with atigue should be obtained rom more rigorous method, it is assumed that the variability is normally distributed with mean.33 and COV %. With error bounds and variability, now it is possible to perorm Bayesian update. Let us consider that three atigue s are perormed. Ater normalizing by analytical atigue strain, the three data strains are.8,., and.. These three normalized data correspond to strain values o.8,.346, and.379, respectively Normal distribution pd o total strain Figure 3: Fitting the distribution o atigue strain using normal distribution Figure 4 shows distribution o estimated atigue strain at each stage o Bayesian update. The dotted lines show the likelihood unction or each result, while the solid lines show the updated distributions. The inal updated distribution o the atigue strain has the ollowing parameters: Mean.37 SD.7 () (6) Note that the mean does not change signiicantly, while the standard deviation o the updated Bayesian distribution is about % o that o the original distribution. Thus, the three data eectively reduce the uncertainty in the atigue ailure strain. Table tabulates the variation o the parameters o the distribution o atigue ailure strain with each stage o Bayesian update. Since the atigue strain is distributed, it is better to provide a conservative estimate o the atigue strain using a knockdown actor. When the variability is normalized, the mean is shited to., while retang the COV. Hence, the knockdown actor or the normalized variability, governed by N(.,. ) is calculated to be.97, using the mean value o etreme distribution in Eq. (4). Hence, the conservative estimate o atigue ailure strain at, reversals becomes t Initial Distribution Initial with irst with second Final Bayesian stress with third Figure 4: Bayesian update history o ailure atigue strain Table : Variation o parameters with each stage o Bayesian update Mean SD Initial..4 Ater irst.9.74 Ater second Ater third..

5 () () () NUMERICAL EXAMPLE CONSTANT STRAIN TEST For the constant strain, it is assumed that the amplitude o strain applied to the machine is constant at.. For the material properties in Table, the value o analytical atigue lie is, reversals. Since the crossover reversal value or this material is 4,3 reversals, the assumed atigue strain is in the elastic region. Due to computational diiculties, the strain-lie epression is solved or y = log (N), rather than or the strain lie, N. Hence, the analytical value or y would be 4.. In order to ind the tial error bounds o the atigue model, all parameters aecting the atigue strain are assumed to vary uniormly % o their nominal value. The error bounds or y have been determined to be 6% o the mean. In addition to the error bounds, detailed distribution o y can be plotted using MCS. First,, samples o material parameters are randomly generated according to uniorm distribution. Then, the histogram o y is plotted by applying these samples to Eq. (). Figure shows the PDF o y at atigue strain, t.. It turns out that y has the ollowing distribution parameters: Mean SD.99 (7) For the want o results, the variability o the results have been assumed to a normal distribution with mean and COV.% The three additional cases or y have been assumed to at.8,. and. times the analytical value... pd o log(n) Normal Distribution Figure 6: PDF o log (N) and that o normal distribution with the same mean and standard deviation PDF o log (N).6.4. PDF o product unction Polynomial itted Figure : PDF o log (N) at ied strain t. The PDF o log (N) can be modeled as a product o PDF o a normal distribution and a polynomial. The normal distribution that has the same parameters as that o the PDF o log (N) is shown as the curve with dotted lines in Figure 6. Figure 7 plots the product unction determined rom the two curves in Figure 6. An 8th degree polynomial is itted to estimate the product unction. The dashed lines show the polynomial in Figure Figure 7: Product unction that models the dierence between PDF o log (N) and that o normal distribution Figure 8 shows distribution o estimated atigue lie at each stage o Bayesian update. The dashed lines show the likelihood unction or each result, while the solid lines show the updated distributions. The inal updated distribution o the y has the ollowing parameters: Mean 4.76 SD.4 Since the atigue lie is distributed, it is better to provide a conservative estimate o the atigue lie using knockdown actor. When the variability is normalized, the mean is shited to., while retang the COV. Hence, the (8)

6 knockdown actor or the normalized variability, governed by N(,.) is calculated to be.967. Hence, the conservative estimate o atigue ailure lie at strain amplitude o. is N = = 769 reversals. Table 3 tabulates the variation o the parameters o the distribution o atigue ailure strain with each stage o Bayesian update. The Bayesian update or the atigue ailure lie has been perormed in Eample above, considering the PDF o lie as tial distribution. The importance o prior or tial distribution could be emphasized by perorming a Bayesian update with prior as uniorm distribution between error bounds and comparing results. The Bayesian update history o ailure atigue lie with a uniorm distributed prior is shown in Figure 9. Table 4 compares the results o these two Bayesian updates. It is noted that when the actual PDF o lie is used as prior, the mean o inal distribution decreases by.3% and the standard deviation o the inal distribution reduces by 3.39%. This suggests that having a better knowledge o the prior distribution results in a better coeicient o variance or the distribution ater update. Initial Distribution Initial Initial Distribution Initial with irst with second with third 3 3 Final Bayesian strain lie with irst with second with third 3 3 Final Bayesian strain lie Figure 8: Bayesian update history o ailure atigue lie Table 3: Variation o parameters with each stage o Bayesian update Mean SD Initial.. Ater irst.936. Ater second Ater third.44.8 EFFECT OF INITIAL DISTRIBUTION Figure 9: Bayesian update history o ailure atigue lie with a uniorm distribution or prior inormation Table 4: Comparison o parameters o distribution ater Bayesian update when the prior distribution is uniorm or the actual PDF Prior Distribution Parameter Uniorm Distribution Actual Distribution Mean o inal distribution SD o inal distribution.9.8

7 EFFECT OF TEST CASES The normalized cases considered in the eample above, are.8,. and.. The Bayesian update perormed with an altogether dierent set o normalized results such as.,. and. yields an interesting result. Figure compares the distribution and mean o atigue ailure lie ater Bayesian update or the two cases o s discussed above. Case reers to the result set o [.8,.,.]. Case reers to the result set o [.,.,.]. It is noted that both the distributions are one and the same Srain lie ater Bayesian update Case Case mean Case Case mean Figure : Strain lie ater Bayesian update or two dierent set o cases considered or the update It is noted that the average o the two sets o results is same, which is.67.now, Case has two results in the etremes o the error bounds, and hence, the likelihood unction o those results are truncated. Case has all results centered on. and hence their complete likelihood unction is utilized in Bayesian update. Yet, the strain lie distribution ater Bayesian update is one and the same or both cases. Hence, it can be concluded that the distribution o atigue ailure lie ater Bayesian update will depend on the average o the normalized cases considered. The dependence o Bayesian update on the average o the three cases have been urther veriied by considering a set o identical values, [.67,.67,.67] which resulted in an identical distribution as shown in Figure. It has also been veriied that the changing the order in which the cases are considered or the update does not aect the distribution o strain lie ater Bayesian update. CONCLUSIONS Bayesian update has been demonstrated as a good method to reduce uncertainty in number o reversals (N) or constant strain amplitude case and also to reduce uncertainty in strain amplitude or constant lie case, with the knowledge o cases. It is seen that the standard deviation o the distribution obtained ater the Bayesian update, is almost hal o that o the tial error distribution. Since only the average o the three cases is the main parameter, there is no eect o having repetitive values or the cases. Also, changing the order, in which the cases are considered or the Bayesian update, doesn t aect the actual atigue lie. Having a better knowledge or the prior leads to less scatteredness in distribution obtained ater Bayesian update. REFERENCES. Jungeun An, Erdem Acar, Raphael T. Hatka, Nam H. Kim, Peter G. Iju, Theodore F. Johnson, Is the Lowest Test Data Conservative Enough?. E. Acar, J. An, R. Hatka, N. Kim, P. Iju, and T. Johnson, Options or Using Test Data to Update Failure Stress, AIAA-7-97, 48th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conerence, Honolulu, Hawaii, Apr. 3-6, 7 3. Arthur P. Boresi, Richard J. Schmidt, Advanced Mechanics o Materials Sith Edition. 4. Fracture Control Program Report 3. Society o Automotive Engineers (SAE), Integration o Probabilistic Methods into the Design Process,, Aerospace Inormation Report 8, Warrendale, PA, J.R.M. Hosking, J.R. Wallis, and E.F. Wood, Estimation o the Generalized Etreme-Value Distribution by the Method o Probability-Weighted Moments, Technometrics, Vol.7, No.3, August 98, pp Wirsching, P.H., Literature Review on Mechanical Reliability and Probabilistic Design, Probabilistic Structural Analysis Methods or Select Space Propulsion System Components (PSAM), NASA Contractor Report 899, Vol. III, Washington, D.C., Acar, E., Kale, A., and Hatka, R.T., "Comparing Eectiveness o Measures that Improve Aircrat Structural Saety," ASCE Journal o Aerospace Engineering, Vol., No.3, July 7, pp

Approximate probabilistic optimization using exact-capacity-approximate-response-distribution (ECARD)

Approximate probabilistic optimization using exact-capacity-approximate-response-distribution (ECARD) Struct Multidisc Optim (009 38:613 66 DOI 10.1007/s00158-008-0310-z RESEARCH PAPER Approximate probabilistic optimization using exact-capacity-approximate-response-distribution (ECARD Sunil Kumar Richard

More information

Fatigue verification of high loaded bolts of a rocket combustion chamber.

Fatigue verification of high loaded bolts of a rocket combustion chamber. Fatigue veriication o high loaded bolts o a rocket combustion chamber. Marcus Lehmann 1 & Dieter Hummel 1 1 Airbus Deence and Space, Munich Zusammenassung Rocket engines withstand intense thermal and structural

More information

Reliability-Based Structural Design of Aircraft Together with Future Tests

Reliability-Based Structural Design of Aircraft Together with Future Tests Reliability-Based Structural Design o Aircrat Together with Future Tests Erdem Acar 1 TOBB University o Economics and Technology, Söğütözü, Ankara 06560, Turkey Raphael T. Hatka 2, Nam-Ho Kim 3 University

More information

Manufacturing Remaining Stresses in Truck Frame Rail's Fatigue Life Prediction

Manufacturing Remaining Stresses in Truck Frame Rail's Fatigue Life Prediction Manuacturing Remaining Stresses in Truck Frame Rail's Fatigue Lie Prediction Claudiomar C. Cunha & Carlos A. N. Dias MSX International & Department o Naval Engineering EPUSP/USP/Brazil Department o Mechanical

More information

Chapter 6 Reliability-based design and code developments

Chapter 6 Reliability-based design and code developments Chapter 6 Reliability-based design and code developments 6. General Reliability technology has become a powerul tool or the design engineer and is widely employed in practice. Structural reliability analysis

More information

APPLICATION OF A CONDITIONAL EXPECTATION RESPONSE SURFACE APPROACH TO PROBABILISTIC FATIGUE

APPLICATION OF A CONDITIONAL EXPECTATION RESPONSE SURFACE APPROACH TO PROBABILISTIC FATIGUE 9 th ASCE Specialty Conerence on Probabilistic Mechanics and Structural Reliability APPLICATION OF A CONDITIONAL EXPECTATION RESPONSE SURFACE APPROACH TO PROBABILISTIC FATIGUE Abstract F.N. Momin, H.R.

More information

Structural Safety Evaluation Using Modified Latin Hypercube Sampling Technique

Structural Safety Evaluation Using Modified Latin Hypercube Sampling Technique International Journal o Perormability Engineering Vol. 9, No. 5, eptember 203, pp. 55-522. AM Consultants Printed in India tructural aety Evaluation Using Modiied Latin Hypercube ampling Technique P. BHATTACHAJEE,

More information

Reliability Assessment with Correlated Variables using Support Vector Machines

Reliability Assessment with Correlated Variables using Support Vector Machines Reliability Assessment with Correlated Variables using Support Vector Machines Peng Jiang, Anirban Basudhar, and Samy Missoum Aerospace and Mechanical Engineering Department, University o Arizona, Tucson,

More information

( x) f = where P and Q are polynomials.

( x) f = where P and Q are polynomials. 9.8 Graphing Rational Functions Lets begin with a deinition. Deinition: Rational Function A rational unction is a unction o the orm ( ) ( ) ( ) P where P and Q are polynomials. Q An eample o a simple rational

More information

Life Prediction Under Multiaxial Fatigue

Life Prediction Under Multiaxial Fatigue Lie Prediction Under Multiaxial Fatigue D. Ramesh and M.M. Mayuram Department o Mechanical Engineering Indian Institute o Technology, Madras Chennai-600 036 (India) e-mail: mayuram@iitm.ac.in ABSTRACT

More information

S. Srinivasan, Technip Offshore, Inc., Houston, TX

S. Srinivasan, Technip Offshore, Inc., Houston, TX 9 th ASCE Specialty Conerence on Probabilistic Mechanics and Structural Reliability PROBABILISTIC FAILURE PREDICTION OF FILAMENT-WOUND GLASS-FIBER Abstract REINFORCED COMPOSITE TUBES UNDER BIAXIAL LOADING

More information

RATIONAL FUNCTIONS. Finding Asymptotes..347 The Domain Finding Intercepts Graphing Rational Functions

RATIONAL FUNCTIONS. Finding Asymptotes..347 The Domain Finding Intercepts Graphing Rational Functions RATIONAL FUNCTIONS Finding Asymptotes..347 The Domain....350 Finding Intercepts.....35 Graphing Rational Functions... 35 345 Objectives The ollowing is a list o objectives or this section o the workbook.

More information

Objectives. By the time the student is finished with this section of the workbook, he/she should be able

Objectives. By the time the student is finished with this section of the workbook, he/she should be able FUNCTIONS Quadratic Functions......8 Absolute Value Functions.....48 Translations o Functions..57 Radical Functions...61 Eponential Functions...7 Logarithmic Functions......8 Cubic Functions......91 Piece-Wise

More information

RELIABILITY OF BURIED PIPELINES WITH CORROSION DEFECTS UNDER VARYING BOUNDARY CONDITIONS

RELIABILITY OF BURIED PIPELINES WITH CORROSION DEFECTS UNDER VARYING BOUNDARY CONDITIONS REIABIITY OF BURIE PIPEIES WITH CORROSIO EFECTS UER VARYIG BOUARY COITIOS Ouk-Sub ee 1 and ong-hyeok Kim 1. School o Mechanical Engineering, InHa University #53, Yonghyun-ong, am-ku, Incheon, 40-751, Korea

More information

five mechanics of materials Mechanics of Materials Mechanics of Materials Knowledge Required MECHANICS MATERIALS

five mechanics of materials Mechanics of Materials Mechanics of Materials Knowledge Required MECHANICS MATERIALS RCHITECTUR STRUCTURES: FORM, BEHVIOR, ND DESIGN DR. NNE NICHOS SUMMER 2014 Mechanics o Materials MECHNICS MTERIS lecture ive mechanics o materials www.carttalk.com Mechanics o Materials 1 rchitectural

More information

FATIGUE DURABILITY OF CONCRETE EXTERNALLY STRENGTHENED WITH FRP SHEETS

FATIGUE DURABILITY OF CONCRETE EXTERNALLY STRENGTHENED WITH FRP SHEETS FATIGUE DURABILITY OF CONCRETE EXTERNALLY STRENGTHENED WITH FRP SHEETS H. Diab () and Zhishen Wu () () Department o Urban and Civil Engineering, Ibaraki University, Japan Abstract A primary concern o the

More information

four mechanics of materials Mechanics of Materials Mechanics of Materials Knowledge Required MECHANICS MATERIALS

four mechanics of materials Mechanics of Materials Mechanics of Materials Knowledge Required MECHANICS MATERIALS EEMENTS OF RCHITECTUR STRUCTURES: FORM, BEHVIOR, ND DESIGN DR. NNE NICHOS SRING 2016 Mechanics o Materials MECHNICS MTERIS lecture our mechanics o materials www.carttalk.com Mechanics o Materials 1 S2009abn

More information

A study on the Accelerated Life Test Coupled with Computation for Life Prediction of Product According to Wear and Damage

A study on the Accelerated Life Test Coupled with Computation for Life Prediction of Product According to Wear and Damage International Journal o Mechanical & Mechatronics Engineering IJMME-IJENS Vol:15 No:03 106 A study on the Accelerated Lie Test Coupled with Computation or Lie Prediction o Product According to Wear and

More information

AXIALLY LOADED FRP CONFINED REINFORCED CONCRETE CROSS-SECTIONS

AXIALLY LOADED FRP CONFINED REINFORCED CONCRETE CROSS-SECTIONS AXIALLY LOADED FRP CONFINED REINFORCED CONCRETE CROSS-SECTIONS Bernát Csuka Budapest University o Technology and Economics Department o Mechanics Materials and Structures Supervisor: László P. Kollár 1.

More information

Bond strength model for interfaces between nearsurface mounted (NSM) CFRP strips and concrete

Bond strength model for interfaces between nearsurface mounted (NSM) CFRP strips and concrete University o Wollongong Research Online Faculty o Engineering and Inormation Sciences - Papers: Part A Faculty o Engineering and Inormation Sciences 2014 Bond strength model or interaces between nearsurace

More information

UNCERTAINTY EVALUATION OF SINUSOIDAL FORCE MEASUREMENT

UNCERTAINTY EVALUATION OF SINUSOIDAL FORCE MEASUREMENT XXI IMEKO World Congress Measurement in Research and Industry August 30 eptember 4, 05, Prague, Czech Republic UNCERTAINTY EVALUATION OF INUOIDAL FORCE MEAUREMENT Christian chlegel, Gabriela Kiekenap,Rol

More information

APPENDIX 1 ERROR ESTIMATION

APPENDIX 1 ERROR ESTIMATION 1 APPENDIX 1 ERROR ESTIMATION Measurements are always subject to some uncertainties no matter how modern and expensive equipment is used or how careully the measurements are perormed These uncertainties

More information

Reliability-Based Load and Resistance Factor Design (LRFD) Guidelines for Stiffened Panels and Grillages of Ship Structures

Reliability-Based Load and Resistance Factor Design (LRFD) Guidelines for Stiffened Panels and Grillages of Ship Structures Reliability-Based Load and Resistance actor Design (LRD) Guidelines or Stiened Panels and Grillages o Ship Structures Ibrahim A. Assakka 1, Bilal M. Ayyub 2, Paul E. Hess, III, 3 and Khaled Atua 4 ABSTRACT

More information

Keywords: creep, damage, finite element analysis, FSRF, low-cycle fatigue, type 316 steel, weldment

Keywords: creep, damage, finite element analysis, FSRF, low-cycle fatigue, type 316 steel, weldment --- 1 --- Application o the linear matching method to eep-atigue ailure analysis o uciorm weldment manuactured o the austenitic steel AISI type 316N(L) Yevgen Gorash and Haoeng Chen Department o Mechanical

More information

WELDED ALUMINUM ALLOY PLATE GIRDERS SUBJECTED TO SHEAR FORCE

WELDED ALUMINUM ALLOY PLATE GIRDERS SUBJECTED TO SHEAR FORCE Advanced Steel Construction Vol. 8, No. 1, pp. 71-94 (2012) 71 WELDED ALUMINUM ALLOY PLATE GIRDERS SUBJECTED TO SHEAR FORCE Feng Zhou 1a, 1b, Ben Young 2,* and Hin-Chung Lam 3 1a Department o Building

More information

Assessment of Fatigue Damage Features in a Piping System Using Signal Processing Approach

Assessment of Fatigue Damage Features in a Piping System Using Signal Processing Approach PROCESSING (SIP8), Istanbul, Turkey, May 27-3, 28 Assessment o Fatigue Damage Features in a Piping System Using Signal Processing Approach 1 S. ABDULLAH, 2 M. LOMAN, 3 N. JAMALUDDIN, 4 A. ARIFIN, 5 Z.

More information

DETC A GENERALIZED MAX-MIN SAMPLE FOR RELIABILITY ASSESSMENT WITH DEPENDENT VARIABLES

DETC A GENERALIZED MAX-MIN SAMPLE FOR RELIABILITY ASSESSMENT WITH DEPENDENT VARIABLES Proceedings o the ASME International Design Engineering Technical Conerences & Computers and Inormation in Engineering Conerence IDETC/CIE August 7-,, Bualo, USA DETC- A GENERALIZED MAX-MIN SAMPLE FOR

More information

8.3 Design of Base Plate for Thickness

8.3 Design of Base Plate for Thickness 8.3 Design o Base Plate or Thickness 8.3.1 Design o base plate or thickness (Elastic Design) Upto this point, the chie concern has been about the concrete oundation, and methods o design have been proposed

More information

The achievable limits of operational modal analysis. * Siu-Kui Au 1)

The achievable limits of operational modal analysis. * Siu-Kui Au 1) The achievable limits o operational modal analysis * Siu-Kui Au 1) 1) Center or Engineering Dynamics and Institute or Risk and Uncertainty, University o Liverpool, Liverpool L69 3GH, United Kingdom 1)

More information

Reliability of Axially Loaded Fiber-Reinforced-Polymer Confined Reinforced Concrete Circular Columns

Reliability of Axially Loaded Fiber-Reinforced-Polymer Confined Reinforced Concrete Circular Columns American J. o Engineering and Applied Sciences (1): 31-38, 009 ISSN 1941-700 009 Science Publications Reliability o Axially Loaded Fiber-Reinorced-Polymer Conined Reinorced Concrete Circular Columns Venkatarman

More information

RESOLUTION MSC.362(92) (Adopted on 14 June 2013) REVISED RECOMMENDATION ON A STANDARD METHOD FOR EVALUATING CROSS-FLOODING ARRANGEMENTS

RESOLUTION MSC.362(92) (Adopted on 14 June 2013) REVISED RECOMMENDATION ON A STANDARD METHOD FOR EVALUATING CROSS-FLOODING ARRANGEMENTS (Adopted on 4 June 203) (Adopted on 4 June 203) ANNEX 8 (Adopted on 4 June 203) MSC 92/26/Add. Annex 8, page THE MARITIME SAFETY COMMITTEE, RECALLING Article 28(b) o the Convention on the International

More information

3. Several Random Variables

3. Several Random Variables . Several Random Variables. Two Random Variables. Conditional Probabilit--Revisited. Statistical Independence.4 Correlation between Random Variables. Densit unction o the Sum o Two Random Variables. Probabilit

More information

A fatigue driving energy approach to high-cycle fatigue life estimation under variable amplitude loading

A fatigue driving energy approach to high-cycle fatigue life estimation under variable amplitude loading ORIGINL CONTRIBUTION doi: 0./e.2347 atigue driving energy approach to high-cycle atigue lie estimation under variable amplitude loading Z. PENG, H-Z. HUNG, S-P. ZHU, H. GO and Z. LV Institute o Reliability

More information

Application of Mathematica Software for Estimate the Fatigue Life Time Duration of Mechanical System

Application of Mathematica Software for Estimate the Fatigue Life Time Duration of Mechanical System ANALELE UNIVERSITĂłII EFTIMIE MURGU REŞIłA ANUL XVII, NR. 2, 2010, ISSN 1453-7397 Petru Florin Minda, Ana Maria Budai Application o Mathematica Sotware or Estimate the Fatigue Lie Time Duration o Mechanical

More information

Finite Element Modeling of Residual Thermal Stresses in Fiber-Reinforced Composites Using Different Representative Volume Elements

Finite Element Modeling of Residual Thermal Stresses in Fiber-Reinforced Composites Using Different Representative Volume Elements Proceedings o the World Congress on Engineering 21 Vol II WCE 21, June 3 - July 2, 21, London, U.K. Finite Element Modeling o Residual Thermal Stresses in Fiber-Reinorced Composites Using Dierent Representative

More information

Techniques for Estimating Uncertainty Propagation in Probabilistic Design of Multilevel Systems

Techniques for Estimating Uncertainty Propagation in Probabilistic Design of Multilevel Systems 0th AIAA/ISSMO Multidisciplinary Analysis and Optimization Conerence 0 August - September 004, Albany, New Yor AIAA 004-4470 Techniques or Estimating Uncertainty Propagation in Probabilistic Design o Multilevel

More information

Ex x xf xdx. Ex+ a = x+ a f x dx= xf x dx+ a f xdx= xˆ. E H x H x H x f x dx ˆ ( ) ( ) ( ) μ is actually the first moment of the random ( )

Ex x xf xdx. Ex+ a = x+ a f x dx= xf x dx+ a f xdx= xˆ. E H x H x H x f x dx ˆ ( ) ( ) ( ) μ is actually the first moment of the random ( ) Fall 03 Analysis o Eperimental Measurements B Eisenstein/rev S Errede The Epectation Value o a Random Variable: The epectation value E[ ] o a random variable is the mean value o, ie ˆ (aa μ ) For discrete

More information

Reliability assessment on maximum crack width of GFRPreinforced

Reliability assessment on maximum crack width of GFRPreinforced Fourth International Conerence on FRP Composites in Civil Engineering (CICE2008) 22-24July 2008, Zurich, Switzerland Reliability assessment on maximum crack width o GFRPreinorced concrete beams Z. He and

More information

MODULE 6 LECTURE NOTES 1 REVIEW OF PROBABILITY THEORY. Most water resources decision problems face the risk of uncertainty mainly because of the

MODULE 6 LECTURE NOTES 1 REVIEW OF PROBABILITY THEORY. Most water resources decision problems face the risk of uncertainty mainly because of the MODULE 6 LECTURE NOTES REVIEW OF PROBABILITY THEORY INTRODUCTION Most water resources decision problems ace the risk o uncertainty mainly because o the randomness o the variables that inluence the perormance

More information

«Develop a better understanding on Partial fractions»

«Develop a better understanding on Partial fractions» «Develop a better understanding on Partial ractions» ackground inormation: The topic on Partial ractions or decomposing actions is irst introduced in O level dditional Mathematics with its applications

More information

6.1 The Linear Elastic Model

6.1 The Linear Elastic Model Linear lasticit The simplest constitutive law or solid materials is the linear elastic law, which assumes a linear relationship between stress and engineering strain. This assumption turns out to be an

More information

Probabilistic Analysis of Multi-layered Soil Effects on Shallow Foundation Settlement

Probabilistic Analysis of Multi-layered Soil Effects on Shallow Foundation Settlement Probabilistic Analysis o Multi-layered Soil ects on Shallow Foundation Settlement 54 Y L Kuo B Postgraduate Student, School o Civil and nvironmental ngineering, University o Adelaide, Australia M B Jaksa

More information

IMPACT BEHAVIOR OF COMPOSITE MATERIALS USED FOR AUTOMOTIVE INTERIOR PARTS

IMPACT BEHAVIOR OF COMPOSITE MATERIALS USED FOR AUTOMOTIVE INTERIOR PARTS 0 th HSTAM International Congress on Mechanics Chania, Crete, Greece, 5 7 May, 03 IMPACT BEHAVIOR OF COMPOSITE MATERIALS USED FOR AUTOMOTIVE INTERIOR PARTS Mariana D. Stanciu, Ioan Curtu and Ovidiu M.

More information

Curve Sketching. The process of curve sketching can be performed in the following steps:

Curve Sketching. The process of curve sketching can be performed in the following steps: Curve Sketching So ar you have learned how to ind st and nd derivatives o unctions and use these derivatives to determine where a unction is:. Increasing/decreasing. Relative extrema 3. Concavity 4. Points

More information

Example 1. Stress amplitude (MPa) 130 1x10 7 (no failure)

Example 1. Stress amplitude (MPa) 130 1x10 7 (no failure) Example 1 For the ollowing R=-1 AISI 1090 steel test data, plot two S-N curves, one using loglinear coordinates and the other using log-log coordinates. a) Use linear regression to estimate the best it

More information

Professor, Institute of Engineering Mechanics, Harbin. China 2. Ph.D Student, Institute of Engineering Mechanics, Harbin. China 3

Professor, Institute of Engineering Mechanics, Harbin. China 2. Ph.D Student, Institute of Engineering Mechanics, Harbin. China 3 The 14 th World Conerence on Earthquake Engineering COMPARISON OF FRP-RETROFITTING STRATEGIES IN CHINESE AND ITALIAN CODES J. W. DAI 1, Y.R. WANG 2, B. JIN 1, 3, D.F.ZU 4, Silvia Alessandri 5, Giorgio

More information

Quality control of risk measures: backtesting VAR models

Quality control of risk measures: backtesting VAR models De la Pena Q 9/2/06 :57 pm Page 39 Journal o Risk (39 54 Volume 9/Number 2, Winter 2006/07 Quality control o risk measures: backtesting VAR models Victor H. de la Pena* Department o Statistics, Columbia

More information

MICROMECHANICAL FAILURE ANALYSIS OF UNIDIRECTIONAL FIBER-REINFORCED COMPOSITES UNDER IN-PLANE AND TRANSVERSE SHEAR

MICROMECHANICAL FAILURE ANALYSIS OF UNIDIRECTIONAL FIBER-REINFORCED COMPOSITES UNDER IN-PLANE AND TRANSVERSE SHEAR THE 19 TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS MICROMECHANICAL FAILURE ANALYSIS OF UNIDIRECTIONAL FIBER-REINFORCED COMPOSITES UNDER IN-PLANE AND TRANSVERSE SHEAR Lei Yang*, Ying Yan, Zhiguo

More information

NUMERICAL ASSESSMENT OF REINFORCED CONCRETE MEMBERS RETROFITTED WITH FIBER REINFORCED POLYMER FOR RESISTING BLAST LOADING

NUMERICAL ASSESSMENT OF REINFORCED CONCRETE MEMBERS RETROFITTED WITH FIBER REINFORCED POLYMER FOR RESISTING BLAST LOADING NUMERICAL ASSESSMENT OF REINFORCED CONCRETE MEMBERS RETROFITTED WITH FIBER REINFORCED POLYMER FOR RESISTING BLAST LOADING By GRAHAM LONG A THESIS PRESENTED TO THE GRADUATE SCHOOL OF THE UNIVERSITY OF FLORIDA

More information

Bolted Joints Analysis Methods and Evaluation

Bolted Joints Analysis Methods and Evaluation International OPEN ACCESS Journal O Modern Engineering Research (IJMER) Bolted Joints Analysis Methods and Evaluation G. Chaitanya 1, M. Kumara Swamy 2 1 Mechanical engineering, UCEK (A)/Jawaharlal Nehru

More information

HYDROELASTIC TAILORING AND OPTIMIZATION OF A COMPOSITE MARINE PROPELLER

HYDROELASTIC TAILORING AND OPTIMIZATION OF A COMPOSITE MARINE PROPELLER HYDROELASTIC TAILORING AND OPTIMIZATION OF A COMPOSITE MARINE PROPELLER José P. Blasques, Christian Berggreen and Poul Andersen Department o Mechanical Engineering, Technical University o Denmark Nils

More information

Analysis of aircraft trajectory uncertainty using Ensemble Weather Forecasts

Analysis of aircraft trajectory uncertainty using Ensemble Weather Forecasts DOI: 10.13009/EUCASS017-59 7 TH EUROPEAN CONERENCE OR AERONAUTICS AND SPACE SCIENCES (EUCASS Analysis o aircrat traectory uncertainty using Ensemble Weather orecasts Damián Rivas, Antonio ranco, and Alonso

More information

Probabilistic Model of Error in Fixed-Point Arithmetic Gaussian Pyramid

Probabilistic Model of Error in Fixed-Point Arithmetic Gaussian Pyramid Probabilistic Model o Error in Fixed-Point Arithmetic Gaussian Pyramid Antoine Méler John A. Ruiz-Hernandez James L. Crowley INRIA Grenoble - Rhône-Alpes 655 avenue de l Europe 38 334 Saint Ismier Cedex

More information

Reliability assessment using probabilistic support vector machines. Anirban Basudhar and Samy Missoum*

Reliability assessment using probabilistic support vector machines. Anirban Basudhar and Samy Missoum* 156 Int. J. Reliability and Saety, Vol. 7, o. 2, 2013 Reliability assessment using probabilistic support vector machines Anirban Basudhar and Samy Missoum* Aerospace and Mechanical Engineering Department,

More information

Syllabus Objective: 2.9 The student will sketch the graph of a polynomial, radical, or rational function.

Syllabus Objective: 2.9 The student will sketch the graph of a polynomial, radical, or rational function. Precalculus Notes: Unit Polynomial Functions Syllabus Objective:.9 The student will sketch the graph o a polynomial, radical, or rational unction. Polynomial Function: a unction that can be written in

More information

SOME RESEARCH ON FINITE ELEMENT ANALYSIS OF COMPOSITE MATERIALS

SOME RESEARCH ON FINITE ELEMENT ANALYSIS OF COMPOSITE MATERIALS The 3 rd International Conerence on DIAGNOSIS AND PREDICTION IN MECHANICAL ENGINEERING SYSTEMS DIPRE 12 SOME RESEARCH ON FINITE ELEMENT ANALYSIS OF Valeriu DULGHERU, Viorel BOSTAN, Marin GUŢU Technical

More information

Lecture 8 Optimization

Lecture 8 Optimization 4/9/015 Lecture 8 Optimization EE 4386/5301 Computational Methods in EE Spring 015 Optimization 1 Outline Introduction 1D Optimization Parabolic interpolation Golden section search Newton s method Multidimensional

More information

Using ABAQUS for reliability analysis by directional simulation

Using ABAQUS for reliability analysis by directional simulation Visit the SIMULIA Resource Center or more customer examples. Using ABAQUS or reliability analysis by directional simulation I. R. Iversen and R. C. Bell Prospect, www.prospect-s.com Abstract: Monte Carlo

More information

Safety Envelope for Load Tolerance and Its Application to Fatigue Reliability Design

Safety Envelope for Load Tolerance and Its Application to Fatigue Reliability Design Safety Envelope for Load Tolerance and Its Application to Fatigue Reliability Design Haoyu Wang * and Nam H. Kim University of Florida, Gainesville, FL 32611 Yoon-Jun Kim Caterpillar Inc., Peoria, IL 61656

More information

Probabilistic Engineering Mechanics

Probabilistic Engineering Mechanics Probabilistic Engineering Mechanics 6 (11) 174 181 Contents lists available at ScienceDirect Probabilistic Engineering Mechanics journal homepage: www.elsevier.com/locate/probengmech Variability response

More information

Least-Squares Spectral Analysis Theory Summary

Least-Squares Spectral Analysis Theory Summary Least-Squares Spectral Analysis Theory Summary Reerence: Mtamakaya, J. D. (2012). Assessment o Atmospheric Pressure Loading on the International GNSS REPRO1 Solutions Periodic Signatures. Ph.D. dissertation,

More information

Math-3 Lesson 8-5. Unit 4 review: a) Compositions of functions. b) Linear combinations of functions. c) Inverse Functions. d) Quadratic Inequalities

Math-3 Lesson 8-5. Unit 4 review: a) Compositions of functions. b) Linear combinations of functions. c) Inverse Functions. d) Quadratic Inequalities Math- Lesson 8-5 Unit 4 review: a) Compositions o unctions b) Linear combinations o unctions c) Inverse Functions d) Quadratic Inequalities e) Rational Inequalities 1. Is the ollowing relation a unction

More information

Scattered Data Approximation of Noisy Data via Iterated Moving Least Squares

Scattered Data Approximation of Noisy Data via Iterated Moving Least Squares Scattered Data Approximation o Noisy Data via Iterated Moving Least Squares Gregory E. Fasshauer and Jack G. Zhang Abstract. In this paper we ocus on two methods or multivariate approximation problems

More information

Quadratic Functions. The graph of the function shifts right 3. The graph of the function shifts left 3.

Quadratic Functions. The graph of the function shifts right 3. The graph of the function shifts left 3. Quadratic Functions The translation o a unction is simpl the shiting o a unction. In this section, or the most part, we will be graphing various unctions b means o shiting the parent unction. We will go

More information

The Application of Reliability Methods in the Design of Tophat Stiffened

The Application of Reliability Methods in the Design of Tophat Stiffened The Application o Reliability Methods in the Design o Tophat Stiened Composite Panels under In-plane Loading Yang N. (1)() & Das P. K., () (1) Harbin Engineering University, China ()University o Strathclyde,

More information

Fiber / Toughened Epoxy Composites under

Fiber / Toughened Epoxy Composites under Fatigue Behavior o Impact-Damaged Carbon Fiber / Toughened Epoxy Composites under Compressive loading Toshio Ogasawara, Hisaya Katoh, unao ugimoto, and Takashi Ishikawa Advanced d Composite Technology

More information

Analysis of Friction-Induced Vibration Leading to Eek Noise in a Dry Friction Clutch. Abstract

Analysis of Friction-Induced Vibration Leading to Eek Noise in a Dry Friction Clutch. Abstract The 22 International Congress and Exposition on Noise Control Engineering Dearborn, MI, USA. August 19-21, 22 Analysis o Friction-Induced Vibration Leading to Eek Noise in a Dry Friction Clutch P. Wickramarachi

More information

Finite element modeling incorporating nonlinearity of material behavior based on the fib Model Code 2010

Finite element modeling incorporating nonlinearity of material behavior based on the fib Model Code 2010 Peer-reviewed & Open access journal www.academicpublishingplatorms.com Finite element modeling incorporating non-linearity o material behavior ATI - Applied Technologies & Innovations Volume 5 Issue November

More information

Estimation of Sample Reactivity Worth with Differential Operator Sampling Method

Estimation of Sample Reactivity Worth with Differential Operator Sampling Method Progress in NUCLEAR SCIENCE and TECHNOLOGY, Vol. 2, pp.842-850 (2011) ARTICLE Estimation o Sample Reactivity Worth with Dierential Operator Sampling Method Yasunobu NAGAYA and Takamasa MORI Japan Atomic

More information

9.1 The Square Root Function

9.1 The Square Root Function Section 9.1 The Square Root Function 869 9.1 The Square Root Function In this section we turn our attention to the square root unction, the unction deined b the equation () =. (1) We begin the section

More information

ANALYSIS OF FAILURE ASSESSMENT FOR SPHERICAL PRESSURE VESSELS

ANALYSIS OF FAILURE ASSESSMENT FOR SPHERICAL PRESSURE VESSELS (ISSN 78 664) VOLUME-5, ISSUE-, March 6 ANALYSIS OF FAILURE ASSESSMENT FOR SPHERICAL PRESSURE VESSELS Sumit Goel, Anil Kumar, Abhishek Kr. Goel M.Tech. Scholar, Department o Mechanical Engineering, Subharti

More information

This is an author-deposited version published in : Eprints ID : 11904

This is an author-deposited version published in :   Eprints ID : 11904 Open Archive TOULOUSE Archive Ouverte (OATAO) OATAO is an open access repository that collects the work o Toulouse researchers and makes it reely available over the web where possible. This is an author-deposited

More information

Math-3 Lesson 1-4. Review: Cube, Cube Root, and Exponential Functions

Math-3 Lesson 1-4. Review: Cube, Cube Root, and Exponential Functions Math- Lesson -4 Review: Cube, Cube Root, and Eponential Functions Quiz - Graph (no calculator):. y. y ( ) 4. y What is a power? vocabulary Power: An epression ormed by repeated Multiplication o the same

More information

Effects of Error, Variability, Testing and Safety Factors on Aircraft Safety

Effects of Error, Variability, Testing and Safety Factors on Aircraft Safety Effects of Error, Variability, Testing and Safety Factors on Aircraft Safety E. Acar *, A. Kale ** and R.T. Haftka Department of Mechanical and Aerospace Engineering University of Florida, Gainesville,

More information

arxiv:quant-ph/ v2 12 Jan 2006

arxiv:quant-ph/ v2 12 Jan 2006 Quantum Inormation and Computation, Vol., No. (25) c Rinton Press A low-map model or analyzing pseudothresholds in ault-tolerant quantum computing arxiv:quant-ph/58176v2 12 Jan 26 Krysta M. Svore Columbia

More information

design variable x1

design variable x1 Multipoint linear approximations or stochastic chance constrained optimization problems with integer design variables L.F.P. Etman, S.J. Abspoel, J. Vervoort, R.A. van Rooij, J.J.M Rijpkema and J.E. Rooda

More information

Robust Residual Selection for Fault Detection

Robust Residual Selection for Fault Detection Robust Residual Selection or Fault Detection Hamed Khorasgani*, Daniel E Jung**, Gautam Biswas*, Erik Frisk**, and Mattias Krysander** Abstract A number o residual generation methods have been developed

More information

Probability & Statistics: Infinite Statistics. Robert Leishman Mark Colton ME 363 Spring 2011

Probability & Statistics: Infinite Statistics. Robert Leishman Mark Colton ME 363 Spring 2011 Probability & Statistics: Infinite Statistics Robert Leishman Mark Colton ME 363 Spring 0 Large Data Sets What happens to a histogram as N becomes large (N )? Number of bins becomes large (K ) Width of

More information

Supplement To: Search for Tensor, Vector, and Scalar Polarizations in the Stochastic Gravitational-Wave Background

Supplement To: Search for Tensor, Vector, and Scalar Polarizations in the Stochastic Gravitational-Wave Background Supplement To: Search or Tensor, Vector, and Scalar Polarizations in the Stochastic GravitationalWave Background B. P. Abbott et al. (LIGO Scientiic Collaboration & Virgo Collaboration) This documents

More information

Buckling of Double-walled Carbon Nanotubes

Buckling of Double-walled Carbon Nanotubes Buckling o Double-walled Carbon anotubes Y. H. Teo Engineering Science Programme ational University o Singapore Kent idge Singapore 960 Abstract This paper is concerned with the buckling o double-walled

More information

Numerical Methods - Lecture 2. Numerical Methods. Lecture 2. Analysis of errors in numerical methods

Numerical Methods - Lecture 2. Numerical Methods. Lecture 2. Analysis of errors in numerical methods Numerical Methods - Lecture 1 Numerical Methods Lecture. Analysis o errors in numerical methods Numerical Methods - Lecture Why represent numbers in loating point ormat? Eample 1. How a number 56.78 can

More information

Products and Convolutions of Gaussian Probability Density Functions

Products and Convolutions of Gaussian Probability Density Functions Tina Memo No. 003-003 Internal Report Products and Convolutions o Gaussian Probability Density Functions P.A. Bromiley Last updated / 9 / 03 Imaging Science and Biomedical Engineering Division, Medical

More information

OBSERVER/KALMAN AND SUBSPACE IDENTIFICATION OF THE UBC BENCHMARK STRUCTURAL MODEL

OBSERVER/KALMAN AND SUBSPACE IDENTIFICATION OF THE UBC BENCHMARK STRUCTURAL MODEL OBSERVER/KALMAN AND SUBSPACE IDENTIFICATION OF THE UBC BENCHMARK STRUCTURAL MODEL Dionisio Bernal, Burcu Gunes Associate Proessor, Graduate Student Department o Civil and Environmental Engineering, 7 Snell

More information

Optimal Control of process

Optimal Control of process VYSOKÁ ŠKOLA BÁŇSKÁ TECHNICKÁ UNIVERZITA OSTRAVA FAKULTA METALURGIE A MATERIÁLOVÉHO INŽENÝRSTVÍ Optimal Control o process Study Support Milan Heger Ostrava 8 Title: Optimal Control o process Code: Author:

More information

OPTIMAL PLACEMENT AND UTILIZATION OF PHASOR MEASUREMENTS FOR STATE ESTIMATION

OPTIMAL PLACEMENT AND UTILIZATION OF PHASOR MEASUREMENTS FOR STATE ESTIMATION OPTIMAL PLACEMENT AND UTILIZATION OF PHASOR MEASUREMENTS FOR STATE ESTIMATION Xu Bei, Yeo Jun Yoon and Ali Abur Teas A&M University College Station, Teas, U.S.A. abur@ee.tamu.edu Abstract This paper presents

More information

CHAPTER 8 ANALYSIS OF AVERAGE SQUARED DIFFERENCE SURFACES

CHAPTER 8 ANALYSIS OF AVERAGE SQUARED DIFFERENCE SURFACES CAPTER 8 ANALYSS O AVERAGE SQUARED DERENCE SURACES n Chapters 5, 6, and 7, the Spectral it algorithm was used to estimate both scatterer size and total attenuation rom the backscattered waveorms by minimizing

More information

Contribution of Building-Block Test to Discover Unexpected Failure Modes

Contribution of Building-Block Test to Discover Unexpected Failure Modes Contribution of Building-Block Test to Discover Unexpected Failure Modes Taiki Matsumura 1, Raphael T. Haftka 2 and Nam H. Kim 3 University of Florida, Gainesville, FL, 32611 While the accident rate of

More information

INPUT GROUND MOTION SELECTION FOR XIAOWAN HIGH ARCH DAM

INPUT GROUND MOTION SELECTION FOR XIAOWAN HIGH ARCH DAM 3 th World Conerence on Earthquake Engineering Vancouver, B.C., Canada August -6, 24 Paper No. 2633 INPUT GROUND MOTION LECTION FOR XIAOWAN HIGH ARCH DAM CHEN HOUQUN, LI MIN 2, ZHANG BAIYAN 3 SUMMARY In

More information

Acoustic forcing of flexural waves and acoustic fields for a thin plate in a fluid

Acoustic forcing of flexural waves and acoustic fields for a thin plate in a fluid Acoustic orcing o leural waves and acoustic ields or a thin plate in a luid Darryl MCMAHON Maritime Division, Deence Science and Technology Organisation, HMAS Stirling, WA Australia ABSTACT Consistency

More information

AUGMENTED POLYNOMIAL GUIDANCE FOR TERMINAL VELOCITY CONSTRAINTS

AUGMENTED POLYNOMIAL GUIDANCE FOR TERMINAL VELOCITY CONSTRAINTS AUGMENTED POLYNOMIAL GUIDANCE FOR TERMINAL VELOCITY CONSTRAINTS Gun-Hee Moon*, Sang-Woo Shim*, and Min-Jea Tah* *Korea Advanced Institute Science and Technology Keywords: Polynomial guidance, terminal

More information

Calibration of Bond Coefficient for Deflection Control of FRP RC Members

Calibration of Bond Coefficient for Deflection Control of FRP RC Members Fourth International Conerence on FRP Composites in Civil Engineering (CICE008) -4July 008, Zurich, Switzerland Calibration o Bond Coeicient or Delection Control o FRP RC Members R. Fico, A. Prota & G.

More information

Guidelines for Nonlinear Finite Element Analysis of Concrete Structures

Guidelines for Nonlinear Finite Element Analysis of Concrete Structures P rd /P exp [%] Rijkswaterstaat Technical Document (RTD) Guidelines or Nonlinear Finite Element Analysis o Concrete Structures Doc.nr.: RTD 1016-1:2017 Version: 2.1 Status: Final Date: 15 June 2017 100

More information

Internal thermal noise in the LIGO test masses: A direct approach

Internal thermal noise in the LIGO test masses: A direct approach PHYSICAL EVIEW D VOLUME 57, NUMBE 2 15 JANUAY 1998 Internal thermal noise in the LIGO test masses: A direct approach Yu. Levin Theoretical Astrophysics, Caliornia Institute o Technology, Pasadena, Caliornia

More information

Strain and Stress Measurements with a Two-Dimensional Detector

Strain and Stress Measurements with a Two-Dimensional Detector Copyright ISSN (C) 97-, JCPDS-International Advances in X-ray Centre Analysis, or Volume Diraction 4 Data 999 5 Strain and Stress Measurements with a Two-Dimensional Detector Baoping Bob He and Kingsley

More information

Introduction. Methods of vibration control

Introduction. Methods of vibration control ISSN: 394-3696 VOLUME 1, ISSUE DEC-014 Identiication o coulomb, viscous and particle damping parameters rom the response o SDOF harmonically orced linear oscillator Mr.U.L.Anuse. Department o Mechanical

More information

A STUDY OF 0 -FIBRE MICROBUCKLING IN MULTIDIRECTIONAL COMPOSITE LAMINATES

A STUDY OF 0 -FIBRE MICROBUCKLING IN MULTIDIRECTIONAL COMPOSITE LAMINATES A STUDY OF -FIBRE MICROBUCKLING IN MULTIDIRECTIONAL COMPOSITE LAMINATES P. Berbinau and C. Soutis Department o Aeronautics, Imperial College o Science, Technology & Medicine Prince Consort Rd, London SW7

More information

Materials Science and Engineering A

Materials Science and Engineering A Materials Science and Engineering A 528 (211) 48 485 Contents lists availale at ScienceDirect Materials Science and Engineering A journal homepage: www.elsevier.com/locate/msea Study o strength and its

More information

Burst strength behaviour of an aging subsea gas pipeline elbow in different external and internal corrosion-damaged positions

Burst strength behaviour of an aging subsea gas pipeline elbow in different external and internal corrosion-damaged positions csnak, 2015 Int. J. Nav. Archit. Ocean Eng. (2015) 7:435~451 http://dx.doi.org/10.1515/ijnaoe-2015-0031 pissn: 2092-6782, eissn: 2092-6790 Burst strength behaviour o an aging subsea gas pipeline elbow

More information

The Deutsch-Jozsa Problem: De-quantization and entanglement

The Deutsch-Jozsa Problem: De-quantization and entanglement The Deutsch-Jozsa Problem: De-quantization and entanglement Alastair A. Abbott Department o Computer Science University o Auckland, New Zealand May 31, 009 Abstract The Deustch-Jozsa problem is one o the

More information

Notched Strength Estimation of Graphite/Epoxy Laminated Composite with Central Crack under Uniaxial Tensile Loading

Notched Strength Estimation of Graphite/Epoxy Laminated Composite with Central Crack under Uniaxial Tensile Loading International Journal o Composite Materials 5, 5(6): 77-8 DOI:.593/j.cmaterials.556.6 Notched Strength Estimation o Graphite/Epoxy Laminated Composite with Central Crack under Uniaxial Tensile Loading

More information