SAVIJANJE TANKOSTJENIH KOMPOZITNIH ŠTAPOVA OTVORENOG POPREČNOG PRESJEKA

Size: px
Start display at page:

Download "SAVIJANJE TANKOSTJENIH KOMPOZITNIH ŠTAPOVA OTVORENOG POPREČNOG PRESJEKA"

Transcription

1 SAVIJANJE TANKOSTJENIH KOMPOZITNIH ŠTAPOVA OTVORENOG POPREČNOG PRESJEKA SEMINAR DOKTORANADA I POSLIJEDOKTORANADA Maro Vuaović Spli, 015.

2 Sadržaj 1. Uvod. Savijanje anojenih ompoinih šapova ovorenog poprečnog prejea (STKŠ) 3. Analia verialnih pomaa i rednjeg normalnog napreanja pri avijanju anojenih ompoinih šapova ovorenog poprečnog prejea 4. Zaljuča

3 Uvod Uvod u problemaiu: Tanojeni ompoini šapovi Kompoii (vlanima-ojačani lamina) 1 Analia ruurnog ponašanja anojenih ompoinih šapova ovorenog prejea Ravoj analiičog modela: uima e u obir ujecaj micanja e ororopija maerijala Analia pomaa i napreanja od avijanja i uvijanja anojenih ompoinih šapova ovorenog poprečnog prejea [1] E. Carrera: Mechanic of Mulilaered Compoie Srucure: Baic Concep and Advanced Theorie, Draf of lecure given a CISM, UDINE, Ocober 01 in he framewor of EU Socrae Program.

4 Savijanje anojenih ompoinih šapova ovorenog poprečnog prejea (STKŠ) Definiranje onfiguracije laminaa: - imerični, uravnoeženi laminai - lojevi u ojačani jednomjernim, oninuiranim vlanima (unidirecional lamina) - laminai od ojih u vlana paralelna udužnom oi (unidirecional laminae) laminai od ojih u vlana umjerena pod uevima i (cro-pl laminae) - laminai od ojih u vlana umjerena pod uevima i (angle-pl laminae) [] T. L. C. Chen, C. W. Ber: Deign of compoie-maerial plae for maimum uniaial compreive bucling load, Proceeding of he Olahoma Academ of Science, 56, , 1976.

5 Savijanje anojenih ompoinih šapova ovorenog poprečnog prejea (STKŠ) Pomaci i deformacija: - Udužni poma oče S rednje linije poprečnog prejea: dw u u d 0 - Duljina deformacija u mjeru ivodnice rednje plohe: Napreanja: - Koniuivne jednadžbe: - Pojednoavljenje oniuivnih iraa: Q11 Q1 Q 16 Q11 Q 16 Q1 Q Q6, Q16 Q6 Q 66 Q16 Q66 - a lučaj da je 0 : - a lučaj da je : - ranformirane reducirane ruoi 0 Q Q Q Q Q Q, Q Q, Q Q, Q Q, Q Q, Q Q Q Q Q Q ij u d w du 0 d

6 Savijanje anojenih ompoinih šapova ovorenog poprečnog prejea (STKŠ) - Normalno napreanje u -om loju: d w du Q11 d Q I jednadžbe ravnoeže odječa -og loja lijedi angencijalno napreanje: -loj laminaa 1,,..., N 3 Q 11 d w d u f S 3 A Q 16 0 d, S d A ; A = d A ; da d, d d, f Q 16 d 0 0

7 Savijanje anojenih ompoinih šapova ovorenog poprečnog prejea (STKŠ) - Kuna deformacija u rednjoj plohi: 3 1 d w S d u A d, 3 - Faor ujecaja maerijala na micanje definiran je : Q Q16 66 Q66, Q Q d 0 N N Tangencijalno napreanje u -om loju Q Q Q d d, Q Q Q 1 d d Q 11 d w d u d w S d u A f S 3 A Q Srednje angencijalno napreanje 3 1 d w S d u A, m d 3

8 Savijanje anojenih ompoinih šapova ovorenog poprečnog prejea (STKŠ) - Kruo laminaa je definirana : - Normalno napreanje u -om loju: - Srednje normalno napreanje: N N Q d Q d Q d w du d w S d u A d w S d u A Q11 Q 11 d d Q d d w du d w S d u A, m d d d. d

9 Savijanje anojenih ompoinih šapova ovorenog poprečnog prejea (STKŠ) Diferencijalne jednadžbe ravnoeže d 4 u d I 4 q p d, L w 0, q, Tangencijalno napreanje priaano preo unuarnjih ila L in d d Q, - Tangencijalno napreanje: Q I I da A 3 d w, 3 P S dq q p L h p. S d P Q11 S S Q16 Q16 S QS Q q q, m I I I I d d,

10 Savijanje anojenih ompoinih šapova ovorenog poprečnog prejea (STKŠ) Normalno napreanje iraženo preo unuarnjih ila L L d d 0, M d d, Seundarne omponene unuarnjih ila : d w du M I M, A N 0. I M q, N q LS, A Faori micanja : I S 1 A S A I A L S A A d, d A, Normalno napreanje: Q11 Q11 Q11 LS Q16 Q11 I A A I I 0 S M q q Q S q d, M S q q q d. I A A I LS, m 0

11 Analia verialnih pomaa i rednjeg normalnog napreanja pri avijanju anojenih ompoinih šapova ovorenog poprečnog prejea q 1 N/mm bh50 mm; 0 1 h,08 mm. Verialni poma poprečnog prejea na redini rapona: A D 1 C b B 0 T,P 48 I 1, 5 Al 1 Maerijal (alo/epoi): E GPa; E E GPa; 1 3 G 3.45 GPa; G G 8.96 GPa; ; Srednje normalno napreanje u oči poja rua i pojaa:, Faori ujecaja micanja: A A/, w w m b M h I I A h 6A1 A , Al 1I 0, 0, A / A, b/ h, 0 1 A A 0 h 0. 1 b 1,

12 Meoda onačnih elemenaa (MKE): ADINA ofware; 9-čvorni ljuai onačni elemen. Zglobno-olonjeni I-profil omjera l/h=3: Faori ujecaja micanja na verialne pomae a I-profil omjera l/h=3 i l/h=5: Konfiguracija laganja Faori ujecaja micanja na pomae STKŠ MKE [0] 16 5,96 5,07 5,434 5,31 [15/-15] 4 4,314 4,1 4,498 4,310 [30/-30] 4,990,918 3,65,911 [45/-45] 4,93,37,594,19 [60/-60] 4,090,8,7,030 [75/-75] 4,41,33,317,0 [±90] 4,43,40,474,4 [0/90] 4 3,864 3,804 3,914 3,833 Konfiguracija laganja Faori ujecaja micanja na pomae STKŠ MKE [0] 16,546,514,590,536 [15/-15] 4,193,156,66,17 [30/-30] 4 1,716 1,690 1,876 1,67 [45/-45] 4 1,465 1,477 1,681 1,40 [60/-60] 4 1,39 1,44 1,53 1,366 [75/-75] 4 1,447 1,479 1,499 1,436 [±90] 4 1,515 1,504 1,54 1,510 [0/90] 4,031,010,055,01

13 Promjena verialnih pomaa w orijenacijom maerijalnih oi vlaana: Faori ujecaja micanja na rednje normalno napreanje a I-profil omjera l/h=3 i l/h=5: Konfiguracija laganja Faori ujecaja micanja na napreanja STKŠ MKE 0 0 [0] 16 1,40 1,393 1,385 [15/-15] 4 1,310 1,300 1,301 [30/-30] 4 1,186 1,179 1,176 [45/-45] 4 1,11 1,14 1,110 [60/-60] 4 1,10 1,114 1,096 [75/-75] 4 1,116 1,14 1,113 [±90] 4 1,134 1,131 1,13 [0/90] 4 1,68 1,65 1,60 Konfiguracija laganja Faori ujecaja micanja na napreanja STKŠ MKE 0 0 [0] 16 1,144 1,141 1,14 [15/-15] 4 1,111 1,108 1,109 [30/-30] 4 1,067 1,064 1,063 [45/-45] 4 1,043 1,044 1,039 [60/-60] 4 1,036 1,041 1,034 [75/-75] 4 1,041 1,044 1,041 [±90] 4 1,048 1,047 1,047 [0/90] 4 1,096 1,094 1,094

14 Promjena rednjeg normalnog napreanja m, orijenacijom maerijalnih oi vlaana: Uporedba faora ujecaja micanja na rednje normalno napreanje a omjere l/h=3 i l/h=5: Konfiguracija laganja STKŠ-MKE 100 % MKE 0 0 [0] 16 1,06 0,600 [15/-15] 4 0,711-0,0 [30/-30] 4 0,836 0,61 [45/-45] 4 0,967 1,57 [60/-60] 4 0,585 1,768 [75/-75] 4 0,7 1,037 [±90] 4 0,00-0,046 [0/90] 4 0,634 0,190 Konfiguracija laganja STKŠ-MKE 100 % MKE 0 0 [0] 16 0,38-0,05 [15/-15] 4 0,74-0,035 [30/-30] 4 0,43 0,193 [45/-45] 4 0,407 0,519 [60/-60] 4 0,36 0,687 [75/-75] 4 0,1 0,416 [±90] 4 0,089-0,006 [0/90] 4 0,18 0,034

15 Zaljuča - Poavljeno je analiičo rješenje a lučaj avijanja anojenih ompoinih šapova ovorenog poprečnog prejea dvije oi imerije, -Faori ujecaja micanja dani u u paramearom obliu ao bi e uporedio ujecaj micanja na avijanje, -Smicanje načajno uječe na ruurno ponašanje anojenih ompoinih šapova operećenih na vijanje, -Ujecaj micanja ne može e anemarii nii a relaivno duge šapove, -Uporedbom vrijednoi verialnih pomaa oje daju ravijeni analiiči model e MKE dobivena u određena odupanja (a angle-pl laminae) ao poljedica vođenja ravninog anja napreanja na jednodimenionalno anje, -Uporedbom vrijednoi rednjeg normalnog napreanja oje daju ravijeni analiiči model e MKE dobiveno je ivrno laganje reulaa a ve onfiguracije laganja laminaa.

16 Hvala na pažnji!

AN ANALYTICAL SOLUTION FOR DISPLACEMENTS AND STRESSES FOR MONO SYMMETRICAL STIFFENED PLATE STRUCTURES UNDER TRANSVERSE LOADS

AN ANALYTICAL SOLUTION FOR DISPLACEMENTS AND STRESSES FOR MONO SYMMETRICAL STIFFENED PLATE STRUCTURES UNDER TRANSVERSE LOADS Raolav PVZZ Univerit of Split FESB Rujera Bokovica 1 Split Croatia o MTOKOVIĆ Univerit of Split Department of Profeional Stuie Livanjka 5 Split Frane VLK Univerit of Split FESB Rujera Bokovica 1 Split

More information

P a g e 3 6 of R e p o r t P B 4 / 0 9

P a g e 3 6 of R e p o r t P B 4 / 0 9 P a g e 3 6 of R e p o r t P B 4 / 0 9 p r o t e c t h um a n h e a l t h a n d p r o p e r t y fr om t h e d a n g e rs i n h e r e n t i n m i n i n g o p e r a t i o n s s u c h a s a q u a r r y. J

More information

With appropriate conditions from constitutive relations, the stress distribution can be found by fitting the boundary

With appropriate conditions from constitutive relations, the stress distribution can be found by fitting the boundary Lecture Note 3 Stress Functions First Semester, Academic Year Department of Mechanical ngineering Chulalongkorn Universit Objectives # Describe the equation of equilibrium using D/3D stress elements Set

More information

Stress Functions. First Semester, Academic Year 2012 Department of Mechanical Engineering Chulalongkorn University

Stress Functions. First Semester, Academic Year 2012 Department of Mechanical Engineering Chulalongkorn University Lecture Note 3 Stress Functions First Semester, Academic Year 01 Department of Mechanical Engineering Chulalongkorn Universit 1 Objectives #1 Describe the equation of equilibrium using D/3D stress elements

More information

ON THE DISPLACEMENTS OF CONTAINER SHIP HULL GIRDER UNDER TORSION

ON THE DISPLACEMENTS OF CONTAINER SHIP HULL GIRDER UNDER TORSION Radolav VZZ Unvery of pl FEB Ruñera Boškovća 1 pl Croaa Bože LZBT Unvery of pl Deparmen of rofeonal ude Lvanjka 5 1 pl Croaa Marko VUKOVĆ Unvery of pl FEB Ruñera Boškovća 1 pl Croaa ON THE DLCEMENT OF

More information

STRESS OF ANGLE SECTION SUBJECTED TO TRANSVERSAL LOADING ACTING OUT OF THE SHEAR CENTER

STRESS OF ANGLE SECTION SUBJECTED TO TRANSVERSAL LOADING ACTING OUT OF THE SHEAR CENTER STRESS OF ANGLE SECTION SUBJECTED TO TRANSVERSAL LOADING ACTING OUT OF THE SHEAR CENTER Filip Anić Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering Osijek, Student Davorin Penava

More information

CATAVASII LA NAȘTEREA DOMNULUI DUMNEZEU ȘI MÂNTUITORULUI NOSTRU, IISUS HRISTOS. CÂNTAREA I-A. Ήχος Πα. to os se e e na aș te e e slă ă ă vi i i i i

CATAVASII LA NAȘTEREA DOMNULUI DUMNEZEU ȘI MÂNTUITORULUI NOSTRU, IISUS HRISTOS. CÂNTAREA I-A. Ήχος Πα. to os se e e na aș te e e slă ă ă vi i i i i CATAVASII LA NAȘTEREA DOMNULUI DUMNEZEU ȘI MÂNTUITORULUI NOSTRU, IISUS HRISTOS. CÂNTAREA I-A Ήχος α H ris to os s n ș t slă ă ă vi i i i i ți'l Hris to o os di in c ru u uri, în tâm pi i n ți i'l Hris

More information

""#$ %&! ' # %!"# ( )*+,-./, 0( *+,-! "#$%&$ ' # ()*+,- $%./ %&:; -* <=.1)!. )./ 0. / 0. 5C(45DE % & / *( /F GH3IJ3KLM#CN O J 3P

#$ %&! ' # %!# ( )*+,-./, 0( *+,-! #$%&$ ' # ()*+,- $%./ %&:; -* <=.1)!. )./ 0. / 0. 5C(45DE % & / *( /F GH3IJ3KLM#CN O J 3P "" %&! ' %!" ( )*+,-./, 0( *+,-! "%& ' ()*+,- %./01 234 678%& -* =.1)!. )./ 0. / 0. > @B C(4DE % & / *( / G3IJ3MCN O J 3P 23 JR3STUJV>Y 3' 0 Z[\ ] &' %&(^_`a-* bc!3' 4 ()*+, (-. % % %! " "! ( )*+,-./,

More information

Lecture 5 Buckling Buckling of a structure means failure due to excessive displacements (loss of structural stiffness), and/or

Lecture 5 Buckling Buckling of a structure means failure due to excessive displacements (loss of structural stiffness), and/or AOE 204 Inroducion o Aeropace Engineering Lecure 5 Buckling Buckling of a rucure mean failure due o exceive diplacemen (lo of rucural iffne), and/or lo of abiliy of an equilibrium configuraion of he rucure

More information

P a g e 5 1 of R e p o r t P B 4 / 0 9

P a g e 5 1 of R e p o r t P B 4 / 0 9 P a g e 5 1 of R e p o r t P B 4 / 0 9 J A R T a l s o c o n c l u d e d t h a t a l t h o u g h t h e i n t e n t o f N e l s o n s r e h a b i l i t a t i o n p l a n i s t o e n h a n c e c o n n e

More information

Department of computer engineering

Department of computer engineering Department of computer engineering Report On Seminar Use of Open Source Software in Academic & How to setup Open Source Technology Club (OSTC) in your Institute Date & Venue: 23 January 2016. OM Engineering

More information

I M P O R T A N T S A F E T Y I N S T R U C T I O N S W h e n u s i n g t h i s e l e c t r o n i c d e v i c e, b a s i c p r e c a u t i o n s s h o

I M P O R T A N T S A F E T Y I N S T R U C T I O N S W h e n u s i n g t h i s e l e c t r o n i c d e v i c e, b a s i c p r e c a u t i o n s s h o I M P O R T A N T S A F E T Y I N S T R U C T I O N S W h e n u s i n g t h i s e l e c t r o n i c d e v i c e, b a s i c p r e c a u t i o n s s h o u l d a l w a y s b e t a k e n, i n c l u d f o l

More information

Software Process Models there are many process model s in th e li t e ra t u re, s om e a r e prescriptions and some are descriptions you need to mode

Software Process Models there are many process model s in th e li t e ra t u re, s om e a r e prescriptions and some are descriptions you need to mode Unit 2 : Software Process O b j ec t i ve This unit introduces software systems engineering through a discussion of software processes and their principal characteristics. In order to achieve the desireable

More information

14. *14.8 CASTIGLIANO S THEOREM

14. *14.8 CASTIGLIANO S THEOREM *14.8 CASTIGLIANO S THEOREM Consider a body of arbitrary shape subjected to a series of n forces P 1, P 2, P n. Since external work done by forces is equal to internal strain energy stored in body, by

More information

T h e C S E T I P r o j e c t

T h e C S E T I P r o j e c t T h e P r o j e c t T H E P R O J E C T T A B L E O F C O N T E N T S A r t i c l e P a g e C o m p r e h e n s i v e A s s es s m e n t o f t h e U F O / E T I P h e n o m e n o n M a y 1 9 9 1 1 E T

More information

. ~ ~~::::~m Review Sheet #1

. ~ ~~::::~m Review Sheet #1 . ~ ~~::::~m Review Sheet #1 Math lla 1. 2. Which ofthe following represents a function(s)? (1) Y... v \ J 1\ -.. - -\ V i e5 3. The solution set for 2-7 + 12 = 0 is :---:---:- --:...:-._",,, :- --;- --:---;-..!,..;-,...

More information

Contribution of Transverse Bulkheads to Hull Stiffness of Large Container Ships

Contribution of Transverse Bulkheads to Hull Stiffness of Large Container Ships UDC: 695:695363 I SENJANOVIĆ, T SENJANOVIĆ, S TOAŠEVIĆ, S RUDAN CONTRIBUTION OF TRANSVERSE BULKHEADS Ivo SENJANOVIĆ Tanja SENJANOVIĆ Sipe TOAŠEVIĆ Smiljko RUDAN Conribuion of Transverse Bulkheads o Hull

More information

ANNUAL EXAMINATION - ANSWER KEY II PUC - MATHEMATICS PART - A

ANNUAL EXAMINATION - ANSWER KEY II PUC - MATHEMATICS PART - A . LCM of and 6 8. -cosec ( ) -. π a a A a a. A A A A 8 8 6 5. 6. sin d ANNUAL EXAMINATION - ANSWER KEY -7 + d + + C II PUC - MATHEMATICS PART - A 7. or more vectors are said to be collinear vectors if

More information

p[fm 1 ] The Similarity Renormalization Group for Few-Body 0 Bound States in Three-Dimensions 0.5 M. R. Hadizadeh 1,K.A.Wendt 2,Ch.

p[fm 1 ] The Similarity Renormalization Group for Few-Body 0 Bound States in Three-Dimensions 0.5 M. R. Hadizadeh 1,K.A.Wendt 2,Ch. =f.5 =f =f The Siilarity Renoralization Group for Few-Body Bound States in Three-Diensions.5.5 M. R. Hadizadeh,K.A.Wendt,Ch.Elster =3f =f =.5f.5.5 p[f ] INPP, Departent of Physics and Astronoy, Ohio University,

More information

I N A C O M P L E X W O R L D

I N A C O M P L E X W O R L D IS L A M I C E C O N O M I C S I N A C O M P L E X W O R L D E x p l o r a t i o n s i n A g-b eanste d S i m u l a t i o n S a m i A l-s u w a i l e m 1 4 2 9 H 2 0 0 8 I s l a m i c D e v e l o p m e

More information

Shear Modulus and Shear Strength Evaluation of Solid Wood by a Modified ISO Square-Plate Twist Method

Shear Modulus and Shear Strength Evaluation of Solid Wood by a Modified ISO Square-Plate Twist Method Hiroshi Yoshihara 1 Shear Modulus and Shear Strength Evaluation of Solid Wood by a Modified ISO 1531 Square-late Twist Method rocjena smicajnog modula i smicajne čvrstoće cjelovitog drva modificiranom

More information

Calculation Example. Strengthening for flexure

Calculation Example. Strengthening for flexure 01-08-1 Strengthening or lexure 1 Lat 1 L Sektion 1-1 (Skala :1) be h hw A bw FRP The beam i a part o a lab in a parking garage and need to be trengthened or additional load. Simply upported with L=8.0

More information

Solution: The strain in the bar is: ANS: E =6.37 GPa Poison s ration for the material is:

Solution: The strain in the bar is: ANS: E =6.37 GPa Poison s ration for the material is: Problem 10.4 A prismatic bar with length L 6m and a circular cross section with diameter D 0.0 m is subjected to 0-kN compressive forces at its ends. The length and diameter of the deformed bar are measured

More information

PURE BENDING. If a simply supported beam carries two point loads of 10 kn as shown in the following figure, pure bending occurs at segment BC.

PURE BENDING. If a simply supported beam carries two point loads of 10 kn as shown in the following figure, pure bending occurs at segment BC. BENDING STRESS The effect of a bending moment applied to a cross-section of a beam is to induce a state of stress across that section. These stresses are known as bending stresses and they act normally

More information

MATH 243 Winter 2008 Geometry II: Transformation Geometry Solutions to Problem Set 1 Completion Date: Monday January 21, 2008

MATH 243 Winter 2008 Geometry II: Transformation Geometry Solutions to Problem Set 1 Completion Date: Monday January 21, 2008 MTH 4 Winter 008 Geometry II: Transformation Geometry Solutions to Problem Set 1 ompletion Date: Monday January 1, 008 Department of Mathematical Statistical Sciences University of lberta Question 1. Let

More information

Vectors. 1. Consider the points A (1, 5, 4), B (3, 1, 2) and D (3, k, 2), with (AD) perpendicular to (AB).

Vectors. 1. Consider the points A (1, 5, 4), B (3, 1, 2) and D (3, k, 2), with (AD) perpendicular to (AB). Vectors. Consider the points A ( ) B ( ) and D ( k ) with (AD) perpendicular to (AB). (a) Find (i) AB ; (ii) AD giving your answer in terms of k. (b) Show that k = The point C is such that BC = AD. (c)

More information

Buckling of a structure means failure due to excessive displacements (loss of structural stiffness), and/or

Buckling of a structure means failure due to excessive displacements (loss of structural stiffness), and/or Buckling Buckling of a rucure mean failure due o exceive diplacemen (lo of rucural iffne), and/or lo of abiliy of an equilibrium configuraion of he rucure The rule of humb i ha buckling i conidered a mode

More information

Provider Satisfaction

Provider Satisfaction Prider Satisfaction Prider Satisfaction [1] NOTE: if you nd to navigate away from this page, please click the "Save Draft" page at the bottom (visible to ONLY logged in users). Otherwise, your rpons will

More information

Design of a Bi-Metallic Strip for a Thermal Switch. Team Design Project 2. Dr. William Slaughter. ENGR0145 Statics and Mechanics of Materials II

Design of a Bi-Metallic Strip for a Thermal Switch. Team Design Project 2. Dr. William Slaughter. ENGR0145 Statics and Mechanics of Materials II Design of a Bi-Metallic Strip for a Thermal Switch Team Design Project 2 Dr. William Slaughter ENGR0145 Statics and Mechanics of Materials II April 10, 2015 Jacob Feid Derek Nichols ABSTRACT The goal of

More information

MECHANICS OF MATERIALS Sample Problem 4.2

MECHANICS OF MATERIALS Sample Problem 4.2 Sample Problem 4. SOLUTON: Based on the cross section geometry, calculate the location of the section centroid and moment of inertia. ya ( + Y Ad ) A A cast-iron machine part is acted upon by a kn-m couple.

More information

Macromechanical Analysis of a Lamina

Macromechanical Analysis of a Lamina 3, P. Joyce Macromechanical Analyi of a Lamina Generalized Hooke Law ij Cijklε ij C ijkl i a 9 9 matri! 3, P. Joyce Hooke Law Aume linear elatic behavior mall deformation ε Uniaial loading 3, P. Joyce

More information

Two- and Three Dimensional Solid Elements; Plane Stress, Plane Strain, and Axisymmetric Conditions

Two- and Three Dimensional Solid Elements; Plane Stress, Plane Strain, and Axisymmetric Conditions Topic 7 Two- and Three Dimensional Solid Elemens; Plane Sress, Plane Srain, and Axisymmeric Condiions Conens: soparameric inerpolaions of coordinaes and displacemens Consisency beween coordinae and displacemen

More information

Beechwood Music Department Staff

Beechwood Music Department Staff Beechwood Music Department Staff MRS SARAH KERSHAW - HEAD OF MUSIC S a ra h K e rs h a w t r a i n e d a t t h e R oy a l We ls h C o l le g e of M u s i c a n d D ra m a w h e re s h e ob t a i n e d

More information

Prediction of Concrete Fracture Mechanics Behavior and Size Effect using Cohesive Zone Modeling

Prediction of Concrete Fracture Mechanics Behavior and Size Effect using Cohesive Zone Modeling Predicion of Concree Fracure Mechanics Behavior and Size Effec using Cohesive Zone Modeling Kyoungsoo Park, Glaucio H. Paulino, Jeffery R. Roesler Deparmen of Civil and Environmenal Engineering Universiy

More information

UNIT # 06 THERMODYNAMICS EXERCISE # 1. T i. 1. m Zn

UNIT # 06 THERMODYNAMICS EXERCISE # 1. T i. 1. m Zn UNI # 6 HERMODYNMIS EXERISE #. m Zn.S Zn.( f i + m H O.S H O.( f i (6.8 gm (.4 J/g ( f + 8 gm (4. J/g ( f [(6.8 (.4 + 8(4.] f (6.8 (.4 ( + (8 (4. ( (6.8(.4( (8(4.( f 97. (6.8(.4 (8(4.. U q + w heat absorb

More information

6b-O,/- In large-scale integrated circuits, the interface between ceramic. modules and epoxy-glass circuit cards contains a large number of pin

6b-O,/- In large-scale integrated circuits, the interface between ceramic. modules and epoxy-glass circuit cards contains a large number of pin 6b-O,/- Computer Microchip Interconnections T. W.Wu and J. T. Oden The University of Texas at Austin 1. Introduction In large-scale integrated circuits, the interface between ceramic modules and epoxy-glass

More information

Projektovanje paralelnih algoritama II

Projektovanje paralelnih algoritama II Projektovanje paralelnih algoritama II Primeri paralelnih algoritama, I deo Paralelni algoritmi za množenje matrica 1 Algoritmi za množenje matrica Ovde su data tri paralelna algoritma: Direktan algoritam

More information

MECh300H Introduction to Finite Element Methods. Finite Element Analysis (F.E.A.) of 1-D Problems

MECh300H Introduction to Finite Element Methods. Finite Element Analysis (F.E.A.) of 1-D Problems MECh300H Introduction to Finite Element Methods Finite Element Analysis (F.E.A.) of -D Problems Historical Background Hrenikoff, 94 frame work method Courant, 943 piecewise polynomial interpolation Turner,

More information

Solutionbank M1 Edexcel AS and A Level Modular Mathematics

Solutionbank M1 Edexcel AS and A Level Modular Mathematics file://c:\users\buba\kaz\ouba\m_6_a_.html Page of Exercise A, Question A bird flies 5 km due north and then 7 km due east. How far is the bird from its original position, and in what direction? d = \ 5

More information

Le classeur à tampons

Le classeur à tampons Le classeur à tampons P a s à pa s Le matériel 1 gr a n d cla s s e u r 3 pa pi e r s co o r d o n n é s. P o u r le m o d è l e pr é s e n t é P a p i e r ble u D ai s y D s, pa pi e r bor d e a u x,

More information

Special Maths Exam Paper 2 November 2013 Solutions

Special Maths Exam Paper 2 November 2013 Solutions Special Maths Eam Paper 2 November 2013 Solutions Question One 1.1 sin θ = 4/5 > 0, 270 o < θ 360 o. If 4 and 5 are the lengths of sides of a right-angled triangle, with 5 the hpotenuse, then the third

More information

A single crystal investigation of L-tryptophan with Z = 16

A single crystal investigation of L-tryptophan with Z = 16 1 A single crystal investigation of L-tryptophan with Z = 16 Carl Henrik Görbitz, Karl Wilhelm Törnroos and Graeme Day Supplementary material 1. Figure 1S (below). Overlay of the eight molecules A, B,

More information

Physical Chemistry I CHEM 4641 Final Exam 13 questions, 30 points

Physical Chemistry I CHEM 4641 Final Exam 13 questions, 30 points Physical Chemistry I CHEM 4641 Final Exam 13 questions, 30 points Name: KEY Gas constant: R = 8.314 J mol -1 K -1 = 0.008314 kj mol -1 K -1. Boltzmann constant k = 1.381 10-23 J/K = 0.6950 cm -1 /K h =

More information

IMPACT OF CLIMATE CHANGE ON AGRICULTURAL PRODUCTIVITY AND FOOD SECURITY Khalid Abdul Rahim. A World Leader in New Tropical Agriculture

IMPACT OF CLIMATE CHANGE ON AGRICULTURAL PRODUCTIVITY AND FOOD SECURITY Khalid Abdul Rahim. A World Leader in New Tropical Agriculture IMPACT OF CLIMATE CHANGE ON AGRICULTURAL PRODUCTIVITY AND FOOD SECURITY Khalid Abdul Rahim A World Leader in New Tropical Agriculture IMPACT OF CLIMATE CHANGE ON AGRICULTURAL PRODUCTIVITY AND FOOD SECURITY

More information

Thermodynamics of non-simple elastic materials

Thermodynamics of non-simple elastic materials Journal of Elasticity, Vol. 6, No.4, October 1976 NoordhotT International Publishing - Leyden Printed in The Netherlands Thermodynamics of non-simple elastic materials R. C. BATRA ME Department, The University

More information

ADVANCED PROGRAMME MATHEMATICS MARKING GUIDELINES

ADVANCED PROGRAMME MATHEMATICS MARKING GUIDELINES GRADE EXAMINATION NOVEMBER 0 ADVANCED PROGRAMME MATHEMATICS MARKING GUIDELINES Time: hours 00 marks These marking guidelines are prepared for use by examiners and sub-examiners, all of whom are required

More information

PhysicsAndMathsTutor.com. Mark Scheme (Results) Summer Pearson Edexcel GCE in Mechanics 2 (6678_01)

PhysicsAndMathsTutor.com. Mark Scheme (Results) Summer Pearson Edexcel GCE in Mechanics 2 (6678_01) Mark Scheme (Results) Summer 016 Pearson Edexcel GCE in Mechanics (6678_01) Edexcel and BTEC Qualifications Edexcel and BTEC qualifications are awarded by Pearson, the UK s largest awarding body. We provide

More information

Taylor Series Method for Second-Order Polynomial Differential Equations

Taylor Series Method for Second-Order Polynomial Differential Equations Taylor Series Method for Second-Order Polynomial Differential Equations Viktor N. Latypov Sergey V. Sokolov Saint-Petersburg State University SCP-2015 Introduction New numerical algorithm to solve second-order

More information

INTERIM MANAGEMENT REPORT FIRST HALF OF 2018

INTERIM MANAGEMENT REPORT FIRST HALF OF 2018 INTERIM MANAGEMENT REPORT FIRST HALF OF 2018 F r e e t r a n s l a t ion f r o m t h e o r ig ina l in S p a n is h. I n t h e e v e n t o f d i s c r e p a n c y, t h e Sp a n i s h - la n g u a g e v

More information

Answers for NSSH exam paper 2 type of questions, based on the syllabus part 2 (includes 16)

Answers for NSSH exam paper 2 type of questions, based on the syllabus part 2 (includes 16) Answers for NSSH eam paper type of questions, based on the syllabus part (includes 6) Section Integration dy 6 6. (a) Integrate with respect to : d y c ( )d or d The curve passes through P(,) so = 6/ +

More information

WALL D*TA PRINT-OUT. 3 nmth ZONE

WALL D*TA PRINT-OUT. 3 nmth ZONE T A B L E A 4. 3 G L A S S D A T A P R I N T - O U T H T C L».>qth» H e ig h t n u «b»r C L A S S D A T A P R I N T O U T it************************************ 1*q o v»rh # n g recm oi*ion*l orient n

More information

THE TRANSLATION PLANES OF ORDER 49 AND THEIR AUTOMORPHISM GROUPS

THE TRANSLATION PLANES OF ORDER 49 AND THEIR AUTOMORPHISM GROUPS MATHEMATICS OF COMPUTATION Volume 67, Number 223, July 1998, Pages 1207 1224 S 0025-5718(98)00961-2 THE TRANSLATION PLANES OF ORDER 49 AND THEIR AUTOMORPHISM GROUPS C. CHARNES AND U. DEMPWOLFF Abstract.

More information

Moral Hazard in Teams

Moral Hazard in Teams Moral Hazard in Teams Ram Singh Department of Economics September 23, 2009 Ram Singh (Delhi School of Economics) Moral Hazard September 23, 2009 1 / 30 Outline 1 Moral Hazard in Teams: Model 2 Unobservable

More information

Y'* C 0!),.1 / ; ')/ Y 0!)& 1 0R NK& A Y'. 1 ^. ]'Q 1 I1 )H ;". D* 1 = Z)& ^. H N[Qt C =

Y'* C 0!),.1 / ; ')/ Y 0!)& 1 0R NK& A Y'. 1 ^. ]'Q 1 I1 )H ;. D* 1 = Z)& ^. H N[Qt C = (-) 393 F!/ $5 $% T K&L =>-? J (&A )/>2 I B!" GH 393/05/07 :K 393/07/23 :7b +B 0 )NO M / Y'* C a23 N/ * = = Z)& ^. ;$ 0'* Y'2 8 OI 53 = ;" ~" O* Y.b ;" ; ')/ Y'* C 0!),. / ; ')/ Y 0!)& 0R NK& A Y'. ^.

More information

Effective Stiffness of the Engine Room Structure in Large Container Ships

Effective Stiffness of the Engine Room Structure in Large Container Ships UDC 69.5.05.4:69.544 I. SENJANOVIĆ N. VLADIMIR M. TOMIĆ Ivo SENJANOVIĆ Nikola VLADIMIR Marko TOMIĆ Effecive Siffne of he Engine Room Srucure in Large Conainer Ship Original cienific paper Very large conainer

More information

Reg. No. : Question Paper Code : B.Arch. DEGREE EXAMINATION, APRIL/MAY Second Semester AR 6201 MECHANICS OF STRUCTURES I

Reg. No. : Question Paper Code : B.Arch. DEGREE EXAMINATION, APRIL/MAY Second Semester AR 6201 MECHANICS OF STRUCTURES I WK 4 Reg. No. : Question Paper Code : 71387 B.Arch. DEGREE EXAMINATION, APRIL/MAY 2017. Second Semester AR 6201 MECHANICS OF STRUCTURES I (Regulations 2013) Time : Three hours Maximum : 100 marks Answer

More information

H STO RY OF TH E SA NT

H STO RY OF TH E SA NT O RY OF E N G L R R VER ritten for the entennial of th e Foundin g of t lair oun t y on ay 8 82 Y EEL N E JEN K RP O N! R ENJ F ] jun E 3 1 92! Ph in t ed b y h e t l a i r R ep u b l i c a n O 4 1922

More information

THIS PAGE DECLASSIFIED IAW EO 12958

THIS PAGE DECLASSIFIED IAW EO 12958 THIS PAGE DECLASSIFIED IAW EO 2958 THIS PAGE DECLASSIFIED IAW EO 2958 THIS PAGE DECLASSIFIED IAW E0 2958 S T T T I R F R S T Exhb e 3 9 ( 66 h Bm dn ) c f o 6 8 b o d o L) B C = 6 h oup C L) TO d 8 f f

More information

{Wife/Soul:] Come, my beloved, come, my spouse, ç o ç. ç o ç å. ç ç. Canto. ç ç ç. ç å ç. ni- at spon- ni- at e- le- ctus me- us ex- sus me- us

{Wife/Soul:] Come, my beloved, come, my spouse, ç o ç. ç o ç å. ç ç. Canto. ç ç ç. ç å ç. ni- at spon- ni- at e- le- ctus me- us ex- sus me- us Aleandr Grandi, Venia dilec me (1619), frm hi Celei firi... libr in de i cnceri a 2.. 4. vci, cn alcne canilene nel fine (Venice, 1619) Can Tenre I C1 C4 {ife/sl:] Cme, my belved, cme, my pe, Ve- ni- a

More information

Proračun bočno pridržanih tankostijenih nosača otvorenog presjeka

Proračun bočno pridržanih tankostijenih nosača otvorenog presjeka UDK 64.07.+64.04 Primjeno 4.. 004. Proračun bočno pridržani tankostijeni nosača otvorenog presjeka Diana Šimić Kjučne riječi tankostijeni nosač otvorenog presjeka, Ζ-profi, bočno pridržanje, rotaciona

More information

TABLE OF CONTENTS 2 CHAPTER 1

TABLE OF CONTENTS 2 CHAPTER 1 TABLE OF CONTENTS CHAPTER 1 Quadratics CHAPTER Functions 3 CHAPTER 3 Coordinate Geometry 3 CHAPTER 4 Circular Measure 4 CHAPTER 5 Trigonometry 4 CHAPTER 6 Vectors 5 CHAPTER 7 Series 6 CHAPTER 8 Differentiation

More information

Further development & updating of paper for Mystery of Fermat Number

Further development & updating of paper for Mystery of Fermat Number International Journal of Scientific & Engineering Research, Volume 6, Issue 9, September-015 ISSN 9-5518 Further development & updating of paper for Mystery of Fermat Number Author: Debajit Das ABSTRACT

More information

An H2O-CO2 mixed fluid saturation model compatible with rhyolite-melts. Mark S. Ghiorso and Guilherme A.R. Gualda

An H2O-CO2 mixed fluid saturation model compatible with rhyolite-melts. Mark S. Ghiorso and Guilherme A.R. Gualda An H2O-CO2 mixed fluid saturation model compatible with rhyolite-melts Mark S. Ghiorso and Guilherme A.R. Gualda Models already exist Why another model? Papale et al. (26), Duan (214) and a host of others

More information

15 INTERLAMINAR STRESSES

15 INTERLAMINAR STRESSES 15 INTERLAMINAR STRESSES 15-1 OUT-OF-PLANE STRESSES Classical laminate plate theor predicts the stresses in the plane of the lamina,, and τ but does not account for out-of-plane stresses, τ and τ. It assumes

More information

Mock Exam 1. 1 Hong Kong Educational Publishing Company. Section A 1. Reference: HKDSE Math M Q1 (4 - x) 3

Mock Exam 1. 1 Hong Kong Educational Publishing Company. Section A 1. Reference: HKDSE Math M Q1 (4 - x) 3 Moc Exam Moc Exam Sectio A. Referece: HKDSE Math M 06 Q ( - x) + C () (-x) + C ()(-x) + (-x) 6 - x + x - x 6 ( x) + x (6 x + x x ) + C 6 6 6 6 C C x + x + x + x 6 6 96 (6 x + x x ) + + + + x x x x \ Costat

More information

Copolymers of Bromine-Containing Monomers 9. Termopolymerization of Styrene, Acrylonitrile and Pentabromophenyl Methacrylate

Copolymers of Bromine-Containing Monomers 9. Termopolymerization of Styrene, Acrylonitrile and Pentabromophenyl Methacrylate CROATICA CHEMICA AC TA CCACAA 60 (1) 91-101 (1987) CCA-1708 YU ISSN 0011-1643 UDC 547+541.64 OriginaL Scientific Paper Copolymers of Bromine-Containing Monomers 9. Termopolymerization of Styrene, Acrylonitrile

More information

9 Strength Theories of Lamina

9 Strength Theories of Lamina 9 trength Theories of Lamina 9- TRENGTH O ORTHOTROPIC LAMINA or isotropic materials the simplest method to predict failure is to compare the applied stresses to the strengths or some other allowable stresses.

More information

ME 101: Engineering Mechanics

ME 101: Engineering Mechanics ME 0: Engineering Mechanics Rajib Kumar Bhattacharja Department of Civil Engineering ndian nstitute of Technolog Guwahati M Block : Room No 005 : Tel: 8 www.iitg.ernet.in/rkbc Area Moments of nertia Parallel

More information

Future Self-Guides. E,.?, :0-..-.,0 Q., 5...q ',D5', 4,] 1-}., d-'.4.., _. ZoltAn Dbrnyei Introduction. u u rt 5,4) ,-,4, a. a aci,, u 4.

Future Self-Guides. E,.?, :0-..-.,0 Q., 5...q ',D5', 4,] 1-}., d-'.4.., _. ZoltAn Dbrnyei Introduction. u u rt 5,4) ,-,4, a. a aci,, u 4. te SelfGi ZltAn Dbnyei Intdtin ; ) Q) 4 t? ) t _ 4 73 y S _ E _ p p 4 t t 4) 1_ ::_ J 1 `i () L VI O I4 " " 1 D 4 L e Q) 1 k) QJ 7 j ZS _Le t 1 ej!2 i1 L 77 7 G (4) 4 6 t (1 ;7 bb F) t f; n (i M Q) 7S

More information

UNITS ALGEBRA II WORK PACKET ON QUADRATICS

UNITS ALGEBRA II WORK PACKET ON QUADRATICS UNITS ALGEBRA II WORK PACKET ON QUADRATICS Factoring Practice #1 Algebra II For #1-20, factor each expression completely. Name Date Per 10*3 + i6x2-15* - 24 5* * 3) x2-36 4) x2 + loj: + 24 5) x3-6x2 +

More information

F l a s h-b a s e d S S D s i n E n t e r p r i s e F l a s h-b a s e d S S D s ( S o-s ltiad t e D r i v e s ) a r e b e c o m i n g a n a t t r a c

F l a s h-b a s e d S S D s i n E n t e r p r i s e F l a s h-b a s e d S S D s ( S o-s ltiad t e D r i v e s ) a r e b e c o m i n g a n a t t r a c L i f e t i m e M a n a g e m e n t o f F l a-b s ah s e d S S D s U s i n g R e c o v e r-a y w a r e D y n a m i c T h r o t t l i n g S u n g j i n L e, e T a e j i n K i m, K y u n g h o, Kainmd J

More information

VICTORIA JUNIOR COLLEGE Preliminary Examination. Paper 1 September 2015

VICTORIA JUNIOR COLLEGE Preliminary Examination. Paper 1 September 2015 VICTORIA JUNIOR COLLEGE Prelimiary Eamiatio MATHEMATICS (Higher ) 70/0 Paper September 05 Additioal Materials: Aswer Paper Graph Paper List of Formulae (MF5) 3 hours READ THESE INSTRUCTIONS FIRST Write

More information

Last 4 Digits of USC ID:

Last 4 Digits of USC ID: Chemistry 05 B Practice Exam Dr. Jessica Parr First Letter of last Name PLEASE PRINT YOUR NAME IN BLOCK LETTERS Name: Last 4 Digits of USC ID: Lab TA s Name: Question Points Score Grader 8 2 4 3 9 4 0

More information

Mechanical Behavior of Circular Composite Springs with Extended Flat Contact Surfaces

Mechanical Behavior of Circular Composite Springs with Extended Flat Contact Surfaces Mechanical Behavior of Circular Composite Springs with Extended Flat Contact Surfaces Ping-Cheung Tse epartment of Mechanical Engineering, The Hong Kong Polytechnic University, Hunghom, Kowloon, Hong Kong

More information

Lecture 4 Clausius Inequality

Lecture 4 Clausius Inequality Lecture 4 Clausius Inequality Entropy distinguishes between irreversible and reversible processes. irrev S > 0 rev In a spontaneous process, there should be a net increase in the entropy of the system

More information

MEMS 0031 Electric Circuits

MEMS 0031 Electric Circuits MEMS 0031 Elecric Circuis Chaper 1 Circui variables Chaper/Lecure Learning Objecives A he end of his lecure and chaper, you should able o: Represen he curren and volage of an elecric circui elemen, paying

More information

Mark Scheme (Results) Summer GCE Core Mathematics 1 (6663/01R)

Mark Scheme (Results) Summer GCE Core Mathematics 1 (6663/01R) Mark Scheme (Results) Summer 03 GCE Core Mathematics (6663/0R) Edecel and BTEC Qualifications Edecel and BTEC qualifications come from Pearson, the world s leading learning company. We provide a wide range

More information

FIZIKALNA KOZMOLOGIJA VII. VRLO RANI SVEMIR & INFLACIJA

FIZIKALNA KOZMOLOGIJA VII. VRLO RANI SVEMIR & INFLACIJA FIZIKALNA KOZMOLOGIJA VII. VRLO RANI SVEMIR & INFLACIJA KOZMIČKI SAT ranog svemira Ekstra zračenje u mjerenju CMB Usporedba s rezultatima LEP-a Usporedba CMB i neutrina Vj.: Pozadinsko zračenje neutrina

More information

DIFFERENTIAL GEOMETRY HW 7

DIFFERENTIAL GEOMETRY HW 7 DIFFERENTIAL GEOMETRY HW 7 CLAY SHONKWILER 1 Show that within a local coordinate system x 1,..., x n ) on M with coordinate vector fields X 1 / x 1,..., X n / x n, if we pick n 3 smooth real-valued functions

More information

Ranking accounting, banking and finance journals: A note

Ranking accounting, banking and finance journals: A note MPRA Munich Personal RePEc Archive Ranking accounting, banking and finance ournals: A note George Halkos and Nickolaos Tzeremes University of Thessaly, Department of Economics January 2012 Online at https://mpra.ub.uni-muenchen.de/36166/

More information

BOSNA I HERCEGOVINA TRŽIŠTE OSIGURANJA 2009

BOSNA I HERCEGOVINA TRŽIŠTE OSIGURANJA 2009 BOSNA I HERCEGOVINA TRŽIŠTE OSIGURANJA 2009 OSTVARENA PREMIJA OSIGURANJA ZA 2009. GODINU U BOSNI I HERCEGOVINI u EUR Društvo za osiguranje 31.12.2009 Premija na dan 31.12.2008 Indeks rasta Ukupno neživot

More information

3.032 Problem Set 2 Solutions Fall 2007 Due: Start of Lecture,

3.032 Problem Set 2 Solutions Fall 2007 Due: Start of Lecture, 3.032 Problem Set 2 Solutions Fall 2007 Due: Start of Lecture, 09.21.07 1. In the beam considered in PS1, steel beams carried the distributed weight of the rooms above. To reduce stress on the beam, it

More information

Class IX Chapter 8 Quadrilaterals Maths

Class IX Chapter 8 Quadrilaterals Maths Class IX Chapter 8 Quadrilaterals Maths Exercise 8.1 Question 1: The angles of quadrilateral are in the ratio 3: 5: 9: 13. Find all the angles of the quadrilateral. Answer: Let the common ratio between

More information

Class IX Chapter 8 Quadrilaterals Maths

Class IX Chapter 8 Quadrilaterals Maths 1 Class IX Chapter 8 Quadrilaterals Maths Exercise 8.1 Question 1: The angles of quadrilateral are in the ratio 3: 5: 9: 13. Find all the angles of the quadrilateral. Let the common ratio between the angles

More information

W * 0 " 4,.' il i I fit A "; E. i I. tot.

W * 0  4,.' il i I fit A ; E. i I. tot. W * 0 il i I fit E. i I. tot. ",.' A "; Contents Questions Set Number Basic Indices Review of Index Laws Negative Indices Scientific Notation Answers Set Number Basic Indices Review of Index Laws Negative

More information

CAT. NO /irtl,417~ S- ~ I ';, A RIDER PUBLICATION BY H. A. MIDDLETON

CAT. NO /irtl,417~ S- ~ I ';, A RIDER PUBLICATION BY H. A. MIDDLETON CAT. NO. 139-3 THIRD SUPPLEMENT I /irtl,417~ S- ~ I ';,... 0 f? BY H. A. MIDDLETON.. A RIDER PUBLICATION B36 B65 B152 B309 B319 B329 B719 D63 D77 D152 DA90 DAC32 DAF96 DC70 DC80 DCC90 DD6 DD7 DF62 DF91

More information

APPLICATION OF VARIATIONAL METHODS AND GALERKIN METHOD IN SOLVING ENGINEERING PROBLEMS REPRESENTED BY ORDINARY DIFFERENTIAL EQUATIONS

APPLICATION OF VARIATIONAL METHODS AND GALERKIN METHOD IN SOLVING ENGINEERING PROBLEMS REPRESENTED BY ORDINARY DIFFERENTIAL EQUATIONS APPLICATION OF VARIATIONAL METHODS AND GALERKIN METHOD IN SOLVING ENGINEERING PROBLEMS REPRESENTED BY ORDINARY DIFFERENTIAL EQUATIONS 1 B.V. SIVA PRASAD REDDY, 2 K. RAJESH BABU 1,2 Department of Mechanical

More information

Mock Exam 2 Section A

Mock Exam 2 Section A Mock Eam Mock Eam Sction A. Rfrnc: HKDSE Math M Q ( + a) n n n n + C ( a) + C( a) + C ( a) + nn ( ) a nn ( )( n ) a + na + + + 6 na 6... () \ nn ( ) a n( n )( n ) a + 6... () 6 6 From (): a... () n Substituting

More information

Lecture Pure Twist

Lecture Pure Twist Lecture 4-2003 Pure Twist pure twist around center of rotation D => neither axial (σ) nor bending forces (Mx, My) act on section; as previously, D is fixed, but (for now) arbitrary point. as before: a)

More information

Lecture 4 Clausius Inequality

Lecture 4 Clausius Inequality Lecture 4 Clausius Inequality We know: Heat flows from higher temperature to lower temperature. T A V A U A + U B = constant V A, V B constant S = S A + S B T B V B Diathermic The wall insulating, impermeable

More information

Luca Baccellieri, Interchimica. Međunarodni seminar ASFALTNI KOLNICI 2017 Opatija,

Luca Baccellieri, Interchimica. Međunarodni seminar ASFALTNI KOLNICI 2017 Opatija, Polymer Modified Asphalt: Innovative Technology for High Durable Road Pavements Polimerom modificirani asfalt: Inovativna tehnologija za jako trajne cestovne kolnike Luca Baccellieri, Interchimica Innovative

More information

Mechanics of Structure

Mechanics of Structure S.Y. Diploma : Sem. III [CE/CS/CR/CV] Mechanics of Structure Time: Hrs.] Prelim Question Paper Solution [Marks : 70 Q.1(a) Attempt any SIX of the following. [1] Q.1(a) Define moment of Inertia. State MI

More information

SVEUČILIŠTE JOSIPA JURJA STROSSMAYERA U OSIJEKU GRAĐEVINSKI FAKULTET OSIJEK

SVEUČILIŠTE JOSIPA JURJA STROSSMAYERA U OSIJEKU GRAĐEVINSKI FAKULTET OSIJEK SVEUČILIŠTE JOSIPA JURJA STROSSMAYERA U OSIJEKU GRAĐEVINSKI FAKULTET OSIJEK ZAVRŠNI RAD Osijek, 15. rujna 2017. Stjepan Šimunović SVEUČILIŠTE JOSIPA JURJA STROSSMAYERA U OSIJEKU GRAĐEVINSKI FAKULTET OSIJEK

More information

Efficient Method of Solution of Large Scale Engineering Probelms with Interval Parameters

Efficient Method of Solution of Large Scale Engineering Probelms with Interval Parameters Efficient Method of Solution of Large Scale Engineering Probelms with Interval Parameters ANDRZEJ POWNUK Department of Civil Engineering, Silesian University of Technology,Gliwice, Poland, pownuk@zeus.polsl.gliwice.pl,

More information

Introduction to Finite Element Method

Introduction to Finite Element Method p. o C d Eo E. Iodo o E Mod s H L p. o C d Eo E o o s Ass L. o. H L p://s.s.. p. o C d Eo E. Cos. Iodo. Appoo o os & o Cs. Eqos O so. Mdso os-es 5. szo 6. wo so Es os 7. os ps o Es 8. Io 9. Co C Isop E.

More information

Structural Analysis I Chapter 4 - Torsion TORSION

Structural Analysis I Chapter 4 - Torsion TORSION ORSION orsional stress results from the action of torsional or twisting moments acting about the longitudinal axis of a shaft. he effect of the application of a torsional moment, combined with appropriate

More information

Module III - Macro-mechanics of Lamina. Lecture 23. Macro-Mechanics of Lamina

Module III - Macro-mechanics of Lamina. Lecture 23. Macro-Mechanics of Lamina Module III - Macro-mechanics of Lamina Lecture 23 Macro-Mechanics of Lamina For better understanding of the macromechanics of lamina, the knowledge of the material properties in essential. Therefore, the

More information