Professor Viktor Andreevich Bazhenov was born on July 12, 1941 in Gorodnya of Chernihiv region, Ukraine.

Size: px
Start display at page:

Download "Professor Viktor Andreevich Bazhenov was born on July 12, 1941 in Gorodnya of Chernihiv region, Ukraine."

Transcription

1 Professor Viktor A. Bazhenov, Dr.Techn.Sciences, Academician of the Ukraine National Academy of Pedagogical Sciences Nonlinear deformation and stability of elastic shells with inhomogeneous structures [in Ukraine] Kyiv: CJSC VIPOL, 316 p. (2010). BIOGRAPHY AND CAREER: Professor Viktor Andreevich Bazhenov was born on July 12, 1941 in Gorodnya of Chernihiv region, Ukraine. EDUCATION: Graduated from the Kyiv Civil Engineering Institute (Construction department), Ukraine, PhD (Structural Mechanics), Kyiv Civil Engineering Institute, Dr. Techn. Sciences (Mechanics of Deformable Solids), Kyiv Civil Engineering Institute, Ukraine, Professor of Structural Mechanics, Awarded the title of Academician of the Ukraine National Academy of Pedagogical Sciences, Ukraine, Works at the Kyiv Civil Engineering Institute (now Kyiv National University of Construction and Architecture /KNUCA/) since Supervised for 22 PhD and 8 DSc researches. POSITIONS at the KNUCA: Vice-rector on scientific work (since 1986 till 1988), First vice-rector (since 1988 till 2015), Head of the Chair of Structural Mechanics (since 1989 till present), Director of Scientific Research Institute of Structural Mechanics (since1992 till present). HONORS AND ACTIVITIES: Member of the Ukraine National Academy of Pedagogical Sciences (2010).

2 Honored Scientist and Technician of Ukraine (1992). Laureate of the Ukraine State prize in science and technology (1991 and 2003). Laureate of the Ukraine State prize in education (2013). Deputy Chairman of the Ukraine National Committee on theoretical and applied mechanics (1993). STATE AWARDS: Ukraine State Order For merits, 3nd degree (2000) Ukraine State Order For merits, 2nd degree (2006) Ukraine State Order For merits, 1nd degree (2011) MAIN RESEARCH INTERESTS: Structural mechanics; theory and methods of numerical investigations of nonlinear deformation, stability and fracture of inhomogeneous shells, thin-walled and massive structures. PAPERS for 2017: Above 500 publications, including more than 32 monographs, 37 textbooks and manuals. BOOKS WRITTEN KEY MONOGRAPHS: Bazhenov V. A. Bending of cylindrical shells in elastic medium. Lviv: High School, 166 p. (1975) [in Russian]. Gulyaev V. I., Bazhenov V. A., Gotsulyak E. A. The stability of nonlinear mechanical systems. Lviv: High School, 254 p. (1982) [in Russian]. Gulyaev V. I., Bazhenov V. A., Gotsulyak E. A., Dekhtyaruk E. S., Lizunov P. P. Stability of periodic processes in nonlinear mechanical systems. Lviv: High School, 288 p. (1983) [in Russian]. Bazhenov V. A., Gotsulyak E. A., Kondakov G. S., Ogloblya A. I. Stability and oscillations of deformable systems with unilateral constraints. Kiev: High School, 399 p. (1989) [in Russian]. Gulyaev V. I., Bazhenov V. A., Gotsulyak E. A., Gaidaichuk V. V. Analysis of shells of complex shape. Kiev: Budivel nyk, 190 p. (1990) [in Russian]. Bazhenov V. A., Tsikhanowskii V. K., Kislookii V. M. Finite element method in problems of thin and soft shells nonlinear deformation. Kiev: KNUCA, 386 p. (2000). Bazhenov V. A., Krivenko O.P., Solovey N. A. Nonlinear deformation and stability of elastic shells with inhomogenous structure. Kyiv: CJSC VIPOL, 316 p. (2010). Bazhenov V. A., Semenyuk N. P., Trach V. M. Nonlinear deformation, stability and post-buckling behavior of anisotropic shells. Kyiv: Karavella, 364 p. (2010). Bazhenov V. A., Gulyar A. I., Sakharov A. S, Solodey I. I. Semi-analytical finite element method in problems of spatial bodies dynamics. Kyiv, 248 p. (2012). Bazhenov V. A., Krivenko O.P., Solovey N. A. Nonlinear deformation and stability of elastic shells with inhomogeneous structure: Models, methods, algorithms, poorly studied and new problems. Moscow: Publishing house LIBROKOM, 336 p. (2013) [in Russian].

3 Bazhenov V. A., Pogorelova O. S., Postnikova T. G. Dynamic behaviour analysis of different vibroimpact systems. LAP LAMBERT Academic Publ. GmbH & Co. KG Dudweiler, Germany, 129 p. (2013) [in Russian]. Bazhenov V.A., Gulyar A.I., Pyskunov S.O., Sakharov A.S. Semi-analytical finite element method in problems of spatial bodies continual fracture. yiv: Karavella, 236 p.(2014). Bazhenov V., Pogorelova O., Postnikova T. Stability and Discontinious Bifurcations of Vibroimpact Systems. LAP LAMBERT Academic Publishing. Saarbruken, Deutscland, p. SELECTED TEXTBOOKS: Bazhenov V. A., Dekhtyaryuk E.S. Structural mechanics. Dynamics of structures. Kyiv: IZMN, p. Bazhenov V. A., Granat S. Ya., Shishov O.V. Structural mechanics. Computer course. Kyiv, p. Bazhenov V. A., Kriksunov E. Z., Perel'muter A.V., Shishov O.V. Informatics. Information technology in construction. Computer-aided design. Kyiv: Karavella, p. Bazhenov V. A., Dekhtyaryuk E.S. Probabilistic methods of structural analysis. Random vibration of elastic systems. Kyiv, p. Bazhenov V. A., Ivanchenko G. M., Shishov O.V. Structural mechanics. Design exercises. Tasks. Computer testing. Kyiv, p. Bazhenov V. A., Kriksunov E. Z., Perel muter, A.V., Shishov O. V. Construction Informatics. Computeraided design of buildings bearing structures. Moscow: Building Universities Association, p. [in Russian]. Bazhenov V. A., Perel muter, A.V., Shishov O. V. Structural mechanics. Computer technologies. Kyiv: Karavella, p. Bazhenov V. A., Ivanchenko G. M., Shishov O.V., Piskunov S. O. Structural mechanics. Design exercises. Computer testing. Kyiv: Karavella, p. Bazhenov V. A. Variational principles and methods of structural mechanics. yiv: VIPOL, p. Bazhenov V. A., Dehtyaryuk E. S., Vorona Yu. V. Structural Dynamics. Textbook. yiv: Karavella, p. Bazhenov, V. A., Shishov O. V., Perel'muter, A. V. Structural Mechanics. Computer technology and simulation. yiv: VIPOL, p.. Bazhenov V. A., Perel muter A.V., Shishov O. V. Structural mechanics. Computer technologies and simulation. Moscow: Publishing house of the SCADA SOFTWARE, Building Universities Association, p. [in Russian]. Bazhenov V. A. Variational fundamentals of structural mechanics. yiv: Karavella, p. Bazhenov V. A., Vorona Yu.V. Structural Mechanics. Dynamics. Kyiv: Karavella, p. [in Ukranian]

4 Bazhenov V. A., Geraschenko. V., Goncharenko. V. Variational principles of structural mechanics. History of formation and development. yiv: Karavella, p. Bazhenov, V. A., Shishov O. V. Structural mechanics. Electronic textbook Bazhenov V. A., Ivanchenko G. M., Shishov O.V., Piskunov S. O. Structural mechanics. Design exercises. Computer testing. Electronic tutorial MAIN PAPERS: Bazhenov V.A. The criteria for application of the nonlinear theory to determination of the cylindrical shells in an elastic medium stressed state. Reports of Academy of Sciences of Ukraine. Ser. A, N 2. [in Ukrainian]. Bazhenov V.A. Approximate equations of the theory of circular closed cylindrical shells in an elastic medium. Soviet Applied Mechanics, Vol. 7 (2), pp DOI: /BF Gulyaev V.I., Bazhenov V.A. Analysis of the of mechanical systems with unilateral constraints loading curves by the nonlinear programming methods. Reports of Academy of Sciences of Ukraine. Ser. A, N 2. [in Russian]. Gulyaev V.I., Bazhenov V.A., Gaidaichuk V.V., Gotsulyak E. A. Stability of a ring unilaterally connected with an elastic medium. Structural Mechanics and Analysis of Constructions, N 5. [in Russian]. Bazhenov V. A., Gotsulyak E. A., Gulyaev V. I., Ogloblya A. I. Stability of a cylindrical shell unilaterally interacting with a winkler base. International Applied Mechanics, Vol. 17 (6). pp DOI: /BF Gulyaev V. I., Bazhenov V. A., Gaidaichuk V. V., Dinkevich Yu. L. Stability of stratified shells under the action of gas pressure in the interlayer gap. Mechanics of Composites, N 1. [in Russian]. Gulyaev V. I., Bazhenov V. A., Biletskii C. M., Gaidaichuk V. V. Isoparametric problem of stability of a multilayer shell under the action of interlayer gas pressure. Reports of Academy of Sciences of Ukraine. Ser. A, N 2. [in Russian]. Gulyaev V. I., Bazhenov V. A., Gaidaichuk V. V., Dinkevich Yu. L. Stability of delaminating cylindrical shells under a uniformly distributed pressure in the interlayer gap. Strength of Materials, Vol. 21 (4). pp DOI: /BF Bazhenov V. A., Dekhtyaryuk E.S., Chemlayev V. V. Forced steady nonlinear vibrations of plates compressed by supercritical longitudinal forces while under a transverse harmonic load. Soviet Applied Mechanics, Vol. 27 (6). pp DOI: /BF Bazhenov V. A., Dekhtyaryuk E. S., Kritskii A. B. Finite-element analysis of the mechanism of instability of an I-beam with a flexible web, Vol. 26 (11). pp DOI: /BF Bazhenov V. A., Dekhtyaryuk E.S., Zakharchenko T. G. Irregular oscillation modes of a cylindrical panel. Reports of Academy of Sciences of Ukraine. Ser. A, N 8. [in Russian]. Bazhenov V. A., Dekhtyaryuk E.S., Zakharchenko T. G., Petrina Yu. S. Regular modes of forced stationary oscillations of flexible plates under harmonic loadings. Reports of National Academy of Sciences of Ukraine, N 1. [in Russian].

5 Bazhenov V. A., Sakharov A. S., Tsikhanowskii V. K. The Moment Finite-Element Scheme in Problems of Nonlinear Continuum Mechanics. International Applied Mechanics, Vol. 38 (6). pp DOI: /A: Bazhenov V. A., Gulyar A. I. Semianalytical finite-element method in problems of nonlinear continuum mechanics. International Applied Mechanics, Vol. 39 (4). pp DOI: /A: Bazhenov V.A., Krivenko O. P., Solovei N.A. Assessment of the curvature effect on the stability and post buckling behavior of ribbed panels. Strength of Materials, Vol. 39 (6). pp DOI: /s Bazhenov V. A., Dekhtyaryuk E.S., Nemchinova L. Yu., Otrashevskaia V. V. Stabilizing effect of stochastic vibrations on dynamic states caused by harmonic parametric loading. Strength of Materials, Vol.40 (2). pp DOI: /s Bazhenov V.A., Solovei N.A. Nonlinear Deformation and Buckling of Elastic Inhomogeneous Shells under Thermomechanical Loads. International Applied Mechanics, Vol. 45 (9). pp DOI: /s Bazhenov V. A., Luk yanchenko O. O., Kostina O. V., Gerashchenko O. V. Probabilistic Approach to Determination of Reliability of an Imperfect Supporting Shell. Strength of Materials, Vol.46 (5). pp DOI: /s Bazhenov V. A., Luk yanchenko O. O., Kostina O. V., Gerashchenko O. V. Nonlinear Bending Stability of a Long Flexible Cylindrical Shell with Geometrical Imperfections.Strength of Materials, Vol.48 (2). pp DOI: /s z.

Professor Nikolai A. Solovei (Solovey) ( )

Professor Nikolai A. Solovei (Solovey) ( ) Professor Nikolai A. Solovei (Solovey) (1946 2014) Bazhenov B.A, Krivenko O.P., Solovei N. A. Nonlinear deformation and stability of elastic shells of inhomogeneous structures: Models, methods, algorithms,

More information

Professor, Director, Academician Timoshenko Institute of Mechanics, Nesterov str.3, Kiev, 03680, Ukraine

Professor, Director, Academician Timoshenko Institute of Mechanics, Nesterov str.3, Kiev, 03680, Ukraine Professor A. N. Guz Professor, Director, Academician Timoshenko Institute of Mechanics, Nesterov str.3, Kiev, 03680, Ukraine e-mail: guz@carrier.kiev.ua Short Biography: A.N.Guz was born January 29, 1939

More information

Gela Kipiani 1, Nika Botchorishvili 2

Gela Kipiani 1, Nika Botchorishvili 2 10.1515/tvsb-016-0014 Transactions of the VŠB Technical University of Ostrava Civil Engineering Series, Vol. 16, No., 016 paper #14 Gela Kipiani 1, Nika Botchorishvili ANALYSIS OF LAMELLAR STRUCTURES WITH

More information

LINEAR AND NONLINEAR BUCKLING ANALYSIS OF STIFFENED CYLINDRICAL SUBMARINE HULL

LINEAR AND NONLINEAR BUCKLING ANALYSIS OF STIFFENED CYLINDRICAL SUBMARINE HULL LINEAR AND NONLINEAR BUCKLING ANALYSIS OF STIFFENED CYLINDRICAL SUBMARINE HULL SREELATHA P.R * M.Tech. Student, Computer Aided Structural Engineering, M A College of Engineering, Kothamangalam 686 666,

More information

Unit 18 Other Issues In Buckling/Structural Instability

Unit 18 Other Issues In Buckling/Structural Instability Unit 18 Other Issues In Buckling/Structural Instability Readings: Rivello Timoshenko Jones 14.3, 14.5, 14.6, 14.7 (read these at least, others at your leisure ) Ch. 15, Ch. 16 Theory of Elastic Stability

More information

Gerald Allen Cohen, 83, passed away Oct. 1, 2014, at his home in Laguna Beach.

Gerald Allen Cohen, 83, passed away Oct. 1, 2014, at his home in Laguna Beach. Dr Gerald Allen Cohen (1931-2014) Ring-stiffened shallow conical shell designed with the use of FASOR for NASA s Viking project in the 1970s. (from NASA TN D-7853, 1975, by Walter L. Heard, Jr., Melvin

More information

An Increase in Elastic Buckling Strength of Plate Girder by the Influence of Transverse Stiffeners

An Increase in Elastic Buckling Strength of Plate Girder by the Influence of Transverse Stiffeners GRD Journals- Global Research and Development Journal for Engineering Volume 2 Issue 6 May 2017 ISSN: 2455-5703 An Increase in Elastic Buckling Strength of Plate Girder by the Influence of Transverse Stiffeners

More information

Laminated Composite Plates and Shells

Laminated Composite Plates and Shells Jianqiao Ye Laminated Composite Plates and Shells 3D Modelling With 62 Figures Springer Table of Contents 1. Introduction to Composite Materials 1 1.1 Introduction 1 1.2 Classification of Composite Materials

More information

COSSERAT THEORIES: SHELLS, RODS AND POINTS

COSSERAT THEORIES: SHELLS, RODS AND POINTS COSSERAT THEORIES: SHELLS, RODS AND POINTS SOLID MECHANICS AND ITS APPLICATIONS Volume 79 Series Editor: G.M.L. GLADWELL Department of Civil Engineering University of Waterloo Waterloo, Ontario, Canada

More information

Professor Nguyen Dinh Duc

Professor Nguyen Dinh Duc Professor Nguyen Dinh Duc From: Nguyen Dinh Duc and Pham-Toan Thang, Nonlinear buckling of imperfect eccentrically stiffened metal-ceramic-metal S-FGM thin circular cylindrical shells with temperature-dependent

More information

Geometrically Nonlinear Free Transversal Vibrations of Thin-Walled Elongated Panels with Arbitrary Generatrix

Geometrically Nonlinear Free Transversal Vibrations of Thin-Walled Elongated Panels with Arbitrary Generatrix Vibrations in Physical Systems Vol.6 (0) Geometrically Nonlinear Free ransversal Vibrations of hin-walled Elongated Panels with Arbitrary Generatrix Mykhailo MARCHUK Pidstryhach Institute for Applied Problems

More information

Dynamic Response Of Laminated Composite Shells Subjected To Impulsive Loads

Dynamic Response Of Laminated Composite Shells Subjected To Impulsive Loads IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 2320-334X, Volume 14, Issue 3 Ver. I (May. - June. 2017), PP 108-123 www.iosrjournals.org Dynamic Response Of Laminated

More information

Structural Integrity. Volume 1

Structural Integrity. Volume 1 Structural Integrity Volume 1 Series editors José A. F. O. Correia, Faculty of Engineering, University of Porto, Porto, Portugal Abílio M. P. De Jesus, Faculty of Engineering, University of Porto, Porto,

More information

The University of Tehran, Mechanical engineering department, B.S.: Sep Mechanical Engineering

The University of Tehran, Mechanical engineering department, B.S.: Sep Mechanical Engineering Farzad Ebrahimi Department of Mechanical Engineering, University of Tehran, North Karegar Ave. Tehran, Iran, PO Box: 11365-4563 (Res.) (021) 22509695 (= Telephone = Fax) (Off.) (021) 22502408 (Cell) 09125811149

More information

2018. Nonlinear free vibration analysis of nanobeams under magnetic field based on nonlocal elasticity theory

2018. Nonlinear free vibration analysis of nanobeams under magnetic field based on nonlocal elasticity theory 2018. Nonlinear free vibration analysis of nanobeams under magnetic field based on nonlocal elasticity theory Tai-Ping Chang National Kaohsiung First University of Science and Technology, Kaohsiung, Taiwan

More information

Elasto-Plastic and Damage Analysis of Plates and Shells

Elasto-Plastic and Damage Analysis of Plates and Shells Elasto-Plastic and Damage Analysis of Plates and Shells George Z. Voyiadjis Pawel Woelke Elasto-Plastic and Damage Analysis of Plates and Shells With 82 Figures and 14 Tables 123 Dr. George Z. Voyiadjis

More information

INSTABILITY OF AXIALLY COMPRESSED CCCC THIN RECTANGULAR PLATE USING TAYLOR-MCLAURIN S SERIES SHAPE FUNCTION ON RITZ METHOD

INSTABILITY OF AXIALLY COMPRESSED CCCC THIN RECTANGULAR PLATE USING TAYLOR-MCLAURIN S SERIES SHAPE FUNCTION ON RITZ METHOD ISSN-L: 2223-9553, ISSN: 2223-9944 Academic Research International INSTABILITY OF AXIALLY COMPRESSED CCCC THIN RECTANGULAR PLATE USING TAYLOR-MCLAURIN S SERIES SHAPE FUNCTION ON RITZ METHOD O. M. Ibearugbulem

More information

ENGINEERING MECHANICS

ENGINEERING MECHANICS ENGINEERING MECHANICS Engineering Mechanics Volume 2: Stresses, Strains, Displacements by C. HARTSUIJKER Delft University of Technology, Delft, The Netherlands and J.W. WELLEMAN Delft University of Technology,

More information

BENCHMARK LINEAR FINITE ELEMENT ANALYSIS OF LATERALLY LOADED SINGLE PILE USING OPENSEES & COMPARISON WITH ANALYTICAL SOLUTION

BENCHMARK LINEAR FINITE ELEMENT ANALYSIS OF LATERALLY LOADED SINGLE PILE USING OPENSEES & COMPARISON WITH ANALYTICAL SOLUTION BENCHMARK LINEAR FINITE ELEMENT ANALYSIS OF LATERALLY LOADED SINGLE PILE USING OPENSEES & COMPARISON WITH ANALYTICAL SOLUTION Ahmed Elgamal and Jinchi Lu October 07 Introduction In this study: I) The response

More information

NUMERICAL EVALUATION OF THE ROTATIONAL CAPACITY OF STEEL BEAMS AT ELEVATED TEMPERATURES

NUMERICAL EVALUATION OF THE ROTATIONAL CAPACITY OF STEEL BEAMS AT ELEVATED TEMPERATURES 8 th GRACM International Congress on Computational Mechanics Volos, 12 July 15 July 2015 NUMERICAL EVALUATION OF THE ROTATIONAL CAPACITY OF STEEL BEAMS AT ELEVATED TEMPERATURES Savvas Akritidis, Daphne

More information

202 Index. failure, 26 field equation, 122 force, 1

202 Index. failure, 26 field equation, 122 force, 1 Index acceleration, 12, 161 admissible function, 155 admissible stress, 32 Airy's stress function, 122, 124 d'alembert's principle, 165, 167, 177 amplitude, 171 analogy, 76 anisotropic material, 20 aperiodic

More information

Stochastic Simulation of Aircraft Fuselage Assembly Considering Manufacturing Uncertainties

Stochastic Simulation of Aircraft Fuselage Assembly Considering Manufacturing Uncertainties 9th European LS-DYNA Conference 0 Stochastic Simulation of Aircraft Fuselage Assembly Considering Manufacturing Uncertainties Dietmar C. Vogt, Sönke Klostermann EADS Innovation Works, Germany Introduction

More information

INFLUENCE OF FLANGE STIFFNESS ON DUCTILITY BEHAVIOUR OF PLATE GIRDER

INFLUENCE OF FLANGE STIFFNESS ON DUCTILITY BEHAVIOUR OF PLATE GIRDER International Journal of Civil Structural 6 Environmental And Infrastructure Engineering Research Vol.1, Issue.1 (2011) 1-15 TJPRC Pvt. Ltd.,. INFLUENCE OF FLANGE STIFFNESS ON DUCTILITY BEHAVIOUR OF PLATE

More information

UNIT- I Thin plate theory, Structural Instability:

UNIT- I Thin plate theory, Structural Instability: UNIT- I Thin plate theory, Structural Instability: Analysis of thin rectangular plates subject to bending, twisting, distributed transverse load, combined bending and in-plane loading Thin plates having

More information

VIBRATION PROBLEMS IN ENGINEERING

VIBRATION PROBLEMS IN ENGINEERING VIBRATION PROBLEMS IN ENGINEERING FIFTH EDITION W. WEAVER, JR. Professor Emeritus of Structural Engineering The Late S. P. TIMOSHENKO Professor Emeritus of Engineering Mechanics The Late D. H. YOUNG Professor

More information

1 Introduction to shells

1 Introduction to shells 1 Introduction to shells Transparent Shells. Form, Topology, Structure. 1. Edition. Hans Schober. 2016 Ernst & Sohn GmbH & Co. KG. Published 2015 by Ernst & Sohn GmbH & Co. KG Z = p R 1 Introduction to

More information

1859. Forced transverse vibration analysis of a Rayleigh double-beam system with a Pasternak middle layer subjected to compressive axial load

1859. Forced transverse vibration analysis of a Rayleigh double-beam system with a Pasternak middle layer subjected to compressive axial load 1859. Forced transverse vibration analysis of a Rayleigh double-beam system with a Pasternak middle layer subjected to compressive axial load Nader Mohammadi 1, Mehrdad Nasirshoaibi 2 Department of Mechanical

More information

2766. Differential quadrature method (DQM) for studying initial imperfection effects and pre- and post-buckling vibration of plates

2766. Differential quadrature method (DQM) for studying initial imperfection effects and pre- and post-buckling vibration of plates 2766. Differential quadrature method (DQM) for studying initial imperfection effects and pre- and post-buckling vibration of plates Hesam Makvandi 1, Shapour Moradi 2, Davood Poorveis 3, Kourosh Heidari

More information

Aim of the study Experimental determination of mechanical parameters Local buckling (wrinkling) Failure maps Optimization of sandwich panels

Aim of the study Experimental determination of mechanical parameters Local buckling (wrinkling) Failure maps Optimization of sandwich panels METNET Workshop October 11-12, 2009, Poznań, Poland Experimental and numerical analysis of sandwich metal panels Zbigniew Pozorski, Monika Chuda-Kowalska, Robert Studziński, Andrzej Garstecki Poznan University

More information

Theoretical Manual Theoretical background to the Strand7 finite element analysis system

Theoretical Manual Theoretical background to the Strand7 finite element analysis system Theoretical Manual Theoretical background to the Strand7 finite element analysis system Edition 1 January 2005 Strand7 Release 2.3 2004-2005 Strand7 Pty Limited All rights reserved Contents Preface Chapter

More information

FINITE ELEMENT ANALYSIS OF COMPOSITE MATERIALS

FINITE ELEMENT ANALYSIS OF COMPOSITE MATERIALS FINITE ELEMENT ANALYSIS OF COMPOSITE MATERIALS Ever J. Barbero Department of Mechanical and Aerospace Engineering West Virginia University USA CRC Press Taylor &.Francis Group Boca Raton London New York

More information

Longitudinal buckling of slender pressurised tubes

Longitudinal buckling of slender pressurised tubes Fluid Structure Interaction VII 133 Longitudinal buckling of slender pressurised tubes S. Syngellakis Wesse Institute of Technology, UK Abstract This paper is concerned with Euler buckling of long slender

More information

Natural frequency analysis of fluid-conveying pipes in the ADINA system

Natural frequency analysis of fluid-conveying pipes in the ADINA system Journal of Physics: Conference Series OPEN ACCESS Natural frequency analysis of fluid-conveying pipes in the ADINA system To cite this article: L Wang et al 2013 J. Phys.: Conf. Ser. 448 012014 View the

More information

The Finite Element Method for Solid and Structural Mechanics

The Finite Element Method for Solid and Structural Mechanics The Finite Element Method for Solid and Structural Mechanics Sixth edition O.C. Zienkiewicz, CBE, FRS UNESCO Professor of Numerical Methods in Engineering International Centre for Numerical Methods in

More information

Optimization of Thin-Walled Beams Subjected to Bending in Respect of Local Stability and Strenght

Optimization of Thin-Walled Beams Subjected to Bending in Respect of Local Stability and Strenght Mechanics and Mechanical Engineering Vol. 11, No 1 (2007) 37 48 c Technical University of Lodz Optimization of Thin-Walled Beams Subjected to Bending in Respect of Local Stability and Strenght Tadeusz

More information

The Ultimate Load-Carrying Capacity of a Thin-Walled Shuttle Cylinder Structure with Cracks under Eccentric Compressive Force

The Ultimate Load-Carrying Capacity of a Thin-Walled Shuttle Cylinder Structure with Cracks under Eccentric Compressive Force The Ultimate Load-Carrying Capacity of a Thin-Walled Shuttle Cylinder Structure with Cracks under Eccentric Compressive Force Cai-qin Cao *, Kan Liu, Jun-zhe Dong School of Science, Xi an University of

More information

FEA A Guide to Good Practice. What to expect when you re expecting FEA A guide to good practice

FEA A Guide to Good Practice. What to expect when you re expecting FEA A guide to good practice FEA A Guide to Good Practice What to expect when you re expecting FEA A guide to good practice 1. Background Finite Element Analysis (FEA) has transformed design procedures for engineers. Allowing more

More information

ELASTOPLASTIC STEEL BEAM BENDING ANALYSIS BY USING ABAQUS

ELASTOPLASTIC STEEL BEAM BENDING ANALYSIS BY USING ABAQUS 11 ELASTOPLASTIC STEEL BEAM BENDING ANALYSIS BY USING ABAQUS Biswajit Jena * * Corresponding author: biswa.tech88@gmail.com Abstract: In recent years tremendous efforts have been made in development of

More information

ELASTICITY AND FRACTURE MECHANICS. Vijay G. Ukadgaonker

ELASTICITY AND FRACTURE MECHANICS. Vijay G. Ukadgaonker THEORY OF ELASTICITY AND FRACTURE MECHANICS y x Vijay G. Ukadgaonker Theory of Elasticity and Fracture Mechanics VIJAY G. UKADGAONKER Former Professor Indian Institute of Technology Bombay Delhi-110092

More information

Dependence of equivalent thermal conductivity coefficients of single-wall carbon nanotubes on their chirality

Dependence of equivalent thermal conductivity coefficients of single-wall carbon nanotubes on their chirality Journal of Physics: Conference Series PAPER OPEN ACCESS Dependence of equivalent thermal conductivity coefficients of single-wall carbon nanotubes on their chirality To cite this article: V S Zarubin and

More information

Some Aspects Of Dynamic Buckling of Plates Under In Plane Pulse Loading

Some Aspects Of Dynamic Buckling of Plates Under In Plane Pulse Loading Mechanics and Mechanical Engineering Vol. 12, No. 2 (2008) 135 146 c Technical University of Lodz Some Aspects Of Dynamic Buckling of Plates Under In Plane Pulse Loading Katarzyna Kowal Michalska, Rados

More information

FINITE ELEMENT ANALYSIS OF TAPERED COMPOSITE PLATE GIRDER WITH A NON-LINEAR VARYING WEB DEPTH

FINITE ELEMENT ANALYSIS OF TAPERED COMPOSITE PLATE GIRDER WITH A NON-LINEAR VARYING WEB DEPTH Journal of Engineering Science and Technology Vol. 12, No. 11 (2017) 2839-2854 School of Engineering, Taylor s University FINITE ELEMENT ANALYSIS OF TAPERED COMPOSITE PLATE GIRDER WITH A NON-LINEAR VARYING

More information

Esben Byskov. Elementary Continuum. Mechanics for Everyone. With Applications to Structural Mechanics. Springer

Esben Byskov. Elementary Continuum. Mechanics for Everyone. With Applications to Structural Mechanics. Springer Esben Byskov Elementary Continuum Mechanics for Everyone With Applications to Structural Mechanics Springer Contents Preface v Contents ix Introduction What Is Continuum Mechanics? "I Need Continuum Mechanics

More information

Nonlinear Problems of Elasticity

Nonlinear Problems of Elasticity Stuart S. Antman Nonlinear Problems of Elasticity With 105 Illustrations Springer-Verlag New York Berlin Heidelberg London Paris Tokyo Hong Kong Barcelona Budapest Contents Preface vn Chapter I. Background

More information

Mathematical model of static deformation of micropolar elastic circular thin bar

Mathematical model of static deformation of micropolar elastic circular thin bar Mathematical model of static deformation of micropolar elastic circular thin bar Mathematical model of static deformation of micropolar elastic circular thin bar Samvel H. Sargsyan, Meline V. Khachatryan

More information

Influence of residual stresses in the structural behavior of. tubular columns and arches. Nuno Rocha Cima Gomes

Influence of residual stresses in the structural behavior of. tubular columns and arches. Nuno Rocha Cima Gomes October 2014 Influence of residual stresses in the structural behavior of Abstract tubular columns and arches Nuno Rocha Cima Gomes Instituto Superior Técnico, Universidade de Lisboa, Portugal Contact:

More information

Department of Mechanical Engineering MECH 221 (with MECH 224 & MATH 255) Engineering Science I

Department of Mechanical Engineering MECH 221 (with MECH 224 & MATH 255) Engineering Science I Department of Mechanical Engineering MECH 221 (with MECH 224 & MATH 255) Engineering Science I Calendar Description: Rigid body kinetics and kinematics, basic electrical circuits, work and power, stress

More information

Computational Analysis for Composites

Computational Analysis for Composites Computational Analysis for Composites Professor Johann Sienz and Dr. Tony Murmu Swansea University July, 011 The topics covered include: OUTLINE Overview of composites and their applications Micromechanics

More information

Analysis of Open Circular Reinforced Concrete Shell Roof with Curved Edge Simply Supported

Analysis of Open Circular Reinforced Concrete Shell Roof with Curved Edge Simply Supported Proceedings of IOE Graduate Conference, 2017 Volume: 5 ISSN: 2350-8914 (Online), 2350-8906 (Print) Analysis of Open Circular Reinforced Concrete Shell Roof with Curved Edge Simply Supported Abhishek Adhikari

More information

Large Thermal Deflections of a Simple Supported Beam with Temperature-Dependent Physical Properties

Large Thermal Deflections of a Simple Supported Beam with Temperature-Dependent Physical Properties Large Thermal Deflections of a Simple Supported Beam with Temperature-Dependent Physical Properties DR. ŞEREF DOĞUŞCAN AKBAŞ Civil Engineer, Şehit Muhtar Mah. Öğüt Sok. No:2/37, 34435 Beyoğlu- Istanbul,

More information

EDUCATIONAL BACKGROUND:

EDUCATIONAL BACKGROUND: Yuri Vladimirovich MIKHLIN, Professor CURRICULUM VITAE Postal address: Prof. Yuri V. Mikhlin, Dept.of Applied Mathematics, National Technical University Kharkov Polytechnical Institute 21 Frunze str.,

More information

COURSE TITLE : APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4017 COURSE CATEGORY : A PERIODS/WEEK : 6 PERIODS/ SEMESTER : 108 CREDITS : 5

COURSE TITLE : APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4017 COURSE CATEGORY : A PERIODS/WEEK : 6 PERIODS/ SEMESTER : 108 CREDITS : 5 COURSE TITLE : APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4017 COURSE CATEGORY : A PERIODS/WEEK : 6 PERIODS/ SEMESTER : 108 CREDITS : 5 TIME SCHEDULE MODULE TOPICS PERIODS 1 Simple stresses

More information

Numerical verification of composite rods theory on multi-story buildings analysis

Numerical verification of composite rods theory on multi-story buildings analysis E3S Web of Conferences 33, 0077 (018) HRC 017 https://doi.org/10.1051/e3sconf/018330077 Numerical verification of composite rods theory on multi-story buildings analysis Alaa El-Din Mansour 1, *, Vladimir

More information

Researcher s name: Stanislav Stoykov Scientific advisor: Prof. Svetozar Margenov /host professor/ Working period: 16 October March 2014

Researcher s name: Stanislav Stoykov Scientific advisor: Prof. Svetozar Margenov /host professor/ Working period: 16 October March 2014 Advanced Computing for Innovation RESEARCH REPORT for work performed under long-term employment /experienced researchers with less than 10 years of scientific experience incl. post-docs/ Researcher s name:

More information

PLEASURE VESSEL VIBRATION AND NOISE FINITE ELEMENT ANALYSIS

PLEASURE VESSEL VIBRATION AND NOISE FINITE ELEMENT ANALYSIS PLEASURE VESSEL VIBRATION AND NOISE FINITE ELEMENT ANALYSIS 1 Macchiavello, Sergio *, 2 Tonelli, Angelo 1 D Appolonia S.p.A., Italy, 2 Rina Services S.p.A., Italy KEYWORDS pleasure vessel, vibration analysis,

More information

Fundamentals of Structural Design Part of Steel Structures

Fundamentals of Structural Design Part of Steel Structures Fundamentals of Structural Design Part of Steel Structures Civil Engineering for Bachelors 133FSTD Teacher: Zdeněk Sokol Office number: B619 1 Syllabus of lectures 1. Introduction, history of steel structures,

More information

Engineering Science OUTCOME 1 - TUTORIAL 4 COLUMNS

Engineering Science OUTCOME 1 - TUTORIAL 4 COLUMNS Unit 2: Unit code: QCF Level: Credit value: 15 Engineering Science L/601/10 OUTCOME 1 - TUTORIAL COLUMNS 1. Be able to determine the behavioural characteristics of elements of static engineering systems

More information

Thermal buckling and post-buckling of laminated composite plates with. temperature dependent properties by an asymptotic numerical method

Thermal buckling and post-buckling of laminated composite plates with. temperature dependent properties by an asymptotic numerical method hermal buckling and post-buckling of laminated composite plates with temperature dependent properties by an asymptotic numerical method F. Abdoun a,*, L. Azrar a,b, E.M. Daya c a LAMA, Higher School of

More information

Analytical Strip Method for Thin Isotropic Cylindrical Shells

Analytical Strip Method for Thin Isotropic Cylindrical Shells IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 2320-334X, Volume 14, Issue 4 Ver. III (Jul. Aug. 2017), PP 24-38 www.iosrjournals.org Analytical Strip Method for

More information

STEEL JOINTS - COMPONENT METHOD APPLICATION

STEEL JOINTS - COMPONENT METHOD APPLICATION Bulletin of the Transilvania University of Braşov Vol. 5 (54) - 2012 Series 1: Special Issue No. 1 STEEL JOINTS - COPONENT ETHOD APPLICATION D. RADU 1 Abstract: As long as the rotation joint stiffness

More information

CHAPTER -6- BENDING Part -1-

CHAPTER -6- BENDING Part -1- Ishik University / Sulaimani Civil Engineering Department Mechanics of Materials CE 211 CHAPTER -6- BENDING Part -1-1 CHAPTER -6- Bending Outlines of this chapter: 6.1. Chapter Objectives 6.2. Shear and

More information

ANALYSIS RADIAL FOLDED PLATE

ANALYSIS RADIAL FOLDED PLATE ANALYSIS RADIAL FOLDED PLATE Ms.Pranoti Satish Bhamare 1, Prajakta S. Bramhankar 2, Pooja G. Baviskar 3 1,2,3 Assistant Professor, Department of Civil Engineering, Guru Gobind Singh College of Engineering

More information

Buckling Analysis of Ring-Stiffened Laminated Composite Cylindrical Shells by Fourier-Expansion Based Differential Quadrature Method

Buckling Analysis of Ring-Stiffened Laminated Composite Cylindrical Shells by Fourier-Expansion Based Differential Quadrature Method Applied Mechanics and Materials Vol. 225 (2012) pp 207-212 (2012) Trans Tech Publications, Switzerland doi:10.4028/www.scientific.net/amm.225.207 Buckling Analysis of Ring-Stiffened Laminated Composite

More information

Contact problems in rotor systems

Contact problems in rotor systems Contact problems in rotor systems Liudmila Banakh Mechanical Engineering Research Institute of RAS, Moscow, Russia E-mail: banl@inbox.ru (Received 18 July 2016; accepted 24 August 2016) Abstract. We consider

More information

PREDICTION OF BUCKLING AND POSTBUCKLING BEHAVIOUR OF COMPOSITE SHIP PANELS

PREDICTION OF BUCKLING AND POSTBUCKLING BEHAVIOUR OF COMPOSITE SHIP PANELS FONDATĂ 1976 THE ANNALS OF DUNAREA DE JOS UNIVERSITY OF GALATI. FASCICLE IX. METALLURGY AND MATERIALS SCIENCE N 0. 007, ISSN 15 08X PREDICTION OF BUCKLING AND POSTBUCKLING BEHAVIOUR OF COMPOSITE SHIP PANELS

More information

JEPPIAAR ENGINEERING COLLEGE

JEPPIAAR ENGINEERING COLLEGE JEPPIAAR ENGINEERING COLLEGE Jeppiaar Nagar, Rajiv Gandhi Salai 600 119 DEPARTMENT OFMECHANICAL ENGINEERING QUESTION BANK VI SEMESTER ME6603 FINITE ELEMENT ANALYSIS Regulation 013 SUBJECT YEAR /SEM: III

More information

COGNITIVE ASPECTS OF CONSTRUCTION VIRTUAL EDUCATIONAL MODELS

COGNITIVE ASPECTS OF CONSTRUCTION VIRTUAL EDUCATIONAL MODELS 37.025.. 165.12; 165.18, 004.946..,..,.,. :,,,,,,,. V. Ia. Tsvetkov Professor, doctor of technical sciences Doctor of economical sciences COGNITIVE ASPECTS OF CONSTRUCTION VIRTUAL EDUCATIONAL MODELS The

More information

Mechanics of Materials Primer

Mechanics of Materials Primer Mechanics of Materials rimer Notation: A = area (net = with holes, bearing = in contact, etc...) b = total width of material at a horizontal section d = diameter of a hole D = symbol for diameter E = modulus

More information

7.6 Stress in symmetrical elastic beam transmitting both shear force and bending moment

7.6 Stress in symmetrical elastic beam transmitting both shear force and bending moment 7.6 Stress in symmetrical elastic beam transmitting both shear force and bending moment à It is more difficult to obtain an exact solution to this problem since the presence of the shear force means that

More information

Table of Contents. Preface...xvii. Part 1. Level

Table of Contents. Preface...xvii. Part 1. Level Preface...xvii Part 1. Level 1... 1 Chapter 1. The Basics of Linear Elastic Behavior... 3 1.1. Cohesion forces... 4 1.2. The notion of stress... 6 1.2.1. Definition... 6 1.2.2. Graphical representation...

More information

Samantha Ramirez, MSE

Samantha Ramirez, MSE Samantha Ramirez, MSE Centroids The centroid of an area refers to the point that defines the geometric center for the area. In cases where the area has an axis of symmetry, the centroid will lie along

More information

Beam Bending Stresses and Shear Stress

Beam Bending Stresses and Shear Stress Beam Bending Stresses and Shear Stress Notation: A = name or area Aweb = area o the web o a wide lange section b = width o a rectangle = total width o material at a horizontal section c = largest distance

More information

Advanced Mechanical Principles

Advanced Mechanical Principles Unit 36: Unit code Advanced Mechanical Principles R/615/1504 Unit level 5 Credit value 15 Introduction A mechanical engineer is required to have an advanced knowledge of most of the machinery used within

More information

DISTORTION ANALYSIS OF TILL -WALLED BOX GIRDERS

DISTORTION ANALYSIS OF TILL -WALLED BOX GIRDERS Nigerian Journal of Technology, Vol. 25, No. 2, September 2006 Osadebe and Mbajiogu 36 DISTORTION ANALYSIS OF TILL -WALLED BOX GIRDERS N. N. OSADEBE, M. Sc., Ph. D., MNSE Department of Civil Engineering

More information

Generic Strategies to Implement Material Grading in Finite Element Methods for Isotropic and Anisotropic Materials

Generic Strategies to Implement Material Grading in Finite Element Methods for Isotropic and Anisotropic Materials University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Engineering Mechanics Dissertations & Theses Mechanical & Materials Engineering, Department of Winter 12-9-2011 Generic

More information

Interaction of Two Parallel Short Fibers in the Matrix at Loss of Stability

Interaction of Two Parallel Short Fibers in the Matrix at Loss of Stability Copyright c 2006 Tech Science Press CMES, vol.13, no.3, pp.165-169, 2006 Interaction of Two Parallel Short Fibers in the Matrix at Loss of Stability A.N.Guz and V.A.Dekret 1 Abstract: Stability problem

More information

D DAVID PUBLISHING. Port and Marine Structures Made of Sheet Piling with Staggered Toe. 1. Introduction. 2. Design Approach and Main Dependencies

D DAVID PUBLISHING. Port and Marine Structures Made of Sheet Piling with Staggered Toe. 1. Introduction. 2. Design Approach and Main Dependencies Journal of Shipping and Ocean Engineering 4 (2017) 168-173 doi 10.17265/2159-5879/2017.04.004 D DAVID PUBLISHING Port and Marine Structures Made of Sheet Piling with Staggered Toe Doubrovsky Michael 1,

More information

Lecture 15 Strain and stress in beams

Lecture 15 Strain and stress in beams Spring, 2019 ME 323 Mechanics of Materials Lecture 15 Strain and stress in beams Reading assignment: 6.1 6.2 News: Instructor: Prof. Marcial Gonzalez Last modified: 1/6/19 9:42:38 PM Beam theory (@ ME

More information

Nonlinear Buckling Prediction in ANSYS. August 2009

Nonlinear Buckling Prediction in ANSYS. August 2009 Nonlinear Buckling Prediction in ANSYS August 2009 Buckling Overview Prediction of buckling of engineering structures is a challenging problem for several reasons: A real structure contains imperfections

More information

BUCKLING OF CYLINDRICAL COMPOSITE SHELLS UNDER DEFORMATION-RELATED LOADS BY USING FINITE STRIP METHOD

BUCKLING OF CYLINDRICAL COMPOSITE SHELLS UNDER DEFORMATION-RELATED LOADS BY USING FINITE STRIP METHOD BUCKLING OF CYLINDRICAL COMPOSITE SHELLS UNDER DEFORMATION-RELATED LOADS BY USING FINITE STRIP METHOD Arman Amini Safir-E-Andisheh Language Academy, Iran Abstract Current advances in today s industries

More information

Extended options and improved accuracy for determining of buckling load with Southwell plot method

Extended options and improved accuracy for determining of buckling load with Southwell plot method Abstract Extended options and improved accuracy for determining of buckling load with Southwell plot method Boris Blostotsky, Ph.D., Elia Efraim, Ph.D., Oleg Stanevsky, Ph.D., Leonid Kucherov, Ph.D., Alexander

More information

Static Analysis of Cylindrical Shells

Static Analysis of Cylindrical Shells Static Analysis of Cylindrical Shells Akshaya Dhananjay Patil 1, Mayuri Madhukar Jadhav 2 1,2 Assistant Professor, Dept. of Civil Engineering, Padmabhooshan Vasantraodada Patil Institute Of Technology,

More information

Reports RESEARCH REPORT RP00-3 RESEARCH REPORT RP01-1 OCTOBER REVISION 2006 REVISION

Reports RESEARCH REPORT RP00-3 RESEARCH REPORT RP01-1 OCTOBER REVISION 2006 REVISION research report A AISI Design Sponsored Approach Resear for ch Complex Reports AISI Sponsored Stiffeners Research Reports RESEARCH REPORT RP00-3 RP01-1 RESEARCH REPORT RP01-1 OCTOBER 2001 2000 REVISION

More information

Mechanics of materials is one of the first application-based engineering

Mechanics of materials is one of the first application-based engineering In This Chapter Chapter 1 Predicting Behavior with Mechanics of Materials Defining mechanics of materials Introducing stresses and strains Using mechanics of materials to aid in design Mechanics of materials

More information

INFLUENCE OF SUBGRADE MODULUS AND THICKNESS ON THE BEHAVIOUR OF RAFT FOUNDATION

INFLUENCE OF SUBGRADE MODULUS AND THICKNESS ON THE BEHAVIOUR OF RAFT FOUNDATION INFLUENCE OF SUBGRADE MODULUS AND THICKNESS ON THE BEHAVIOUR OF RAFT FOUNDATION Ranjitha P 1, Sathyanarayanan Sridhar R 2 1 Post Graduate student, M.E. Computer Methods and applications in Structural Engineering,

More information

Model tests and FE-modelling of dynamic soil-structure interaction

Model tests and FE-modelling of dynamic soil-structure interaction Shock and Vibration 19 (2012) 1061 1069 1061 DOI 10.3233/SAV-2012-0712 IOS Press Model tests and FE-modelling of dynamic soil-structure interaction N. Kodama a, * and K. Komiya b a Waseda Institute for

More information

Chapter 3. Load and Stress Analysis

Chapter 3. Load and Stress Analysis Chapter 3 Load and Stress Analysis 2 Shear Force and Bending Moments in Beams Internal shear force V & bending moment M must ensure equilibrium Fig. 3 2 Sign Conventions for Bending and Shear Fig. 3 3

More information

Mathematical modeling of three-layer beam hydroelastic oscillations

Mathematical modeling of three-layer beam hydroelastic oscillations Mathematical modeling of three-layer beam hydroelastic oscillations L. I. Mogilevich 1, V. S. Popov, A. A. Popova 3, A. V. Christoforova 4, E. V. Popova 5 1,, 3 Yuri Gagarin State Technical University

More information

Advanced stability analysis and design of a new Danube archbridge. DUNAI, László JOÓ, Attila László VIGH, László Gergely

Advanced stability analysis and design of a new Danube archbridge. DUNAI, László JOÓ, Attila László VIGH, László Gergely Advanced stability analysis and design of a new Danube archbridge DUNAI, László JOÓ, Attila László VIGH, László Gergely Subject of the lecture Buckling of steel tied arch Buckling of orthotropic steel

More information

Design of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar. Local buckling is an extremely important facet of cold formed steel

Design of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar. Local buckling is an extremely important facet of cold formed steel 5.3 Local buckling Local buckling is an extremely important facet of cold formed steel sections on account of the fact that the very thin elements used will invariably buckle before yielding. Thinner the

More information

Physics 8 Monday, November 20, 2017

Physics 8 Monday, November 20, 2017 Physics 8 Monday, November 20, 2017 Pick up HW11 handout, due Dec 1 (Friday next week). This week, you re skimming/reading O/K ch8, which goes into more detail on beams. Since many people will be traveling

More information

Ultimate shear strength of FPSO stiffened panels after supply vessel collision

Ultimate shear strength of FPSO stiffened panels after supply vessel collision Ultimate shear strength of FPSO stiffened panels after supply vessel collision Nicolau Antonio dos Santos Rizzo PETROBRAS Rio de Janeiro Brazil Marcelo Caire SINTEF do Brasil Rio de Janeiro Brazil Carlos

More information

Calculation of Shear Areas and Torsional Constant using the Boundary Element Method with Scada Pro Software

Calculation of Shear Areas and Torsional Constant using the Boundary Element Method with Scada Pro Software NATIONAL TECHNICAL UNIVERSITY OF ATHENS School of Civil Engineering Institute of Structural Analysis & Antiseismic Research Dr. Sapountakis J. Evangelos Dr. Civil Engineer NTUA Professor NTUA Calculation

More information

INVESTIGATION OF STRESS-STRAIN STATE OF TRANSVERSELY ISOTROPIC PLATES UNDER BENDING USING EQUATION OF STATICS {1,2}-APPROXIMATION

INVESTIGATION OF STRESS-STRAIN STATE OF TRANSVERSELY ISOTROPIC PLATES UNDER BENDING USING EQUATION OF STATICS {1,2}-APPROXIMATION INVESTIGATION OF STRESS-STRAIN STATE OF TRANSVERSELY ISOTROPIC PLATES UNDER BENDING USING EQUATION OF STATICS {}-APPROXIMATION Igor Bokov Postgraduate student Department of Strength and Optimization A.

More information

Effect of loading pulse duration on dynamic buckling of stiffened panels

Effect of loading pulse duration on dynamic buckling of stiffened panels MAT EC Web of Conferences 16, 76 (214) DOI: 1151/ matecconf/ 21416 76 C Owned by the authors, published by EDP Sciences, 214 Effect of loading pulse duration on dynamic buckling of stiffened panels O Mouhat

More information

Computational Simulation of Dynamic Response of Vehicle Tatra T815 and the Ground

Computational Simulation of Dynamic Response of Vehicle Tatra T815 and the Ground IOP Conference Series: Earth and Environmental Science PAPER OPEN ACCESS Computational Simulation of Dynamic Response of Vehicle Tatra T815 and the Ground To cite this article: Jozef Vlek and Veronika

More information

DYNAMIC ANALYSIS OF PILES IN SAND BASED ON SOIL-PILE INTERACTION

DYNAMIC ANALYSIS OF PILES IN SAND BASED ON SOIL-PILE INTERACTION October 1-17,, Beijing, China DYNAMIC ANALYSIS OF PILES IN SAND BASED ON SOIL-PILE INTERACTION Mohammad M. Ahmadi 1 and Mahdi Ehsani 1 Assistant Professor, Dept. of Civil Engineering, Geotechnical Group,

More information

Applicability of the Continuum-shell Theories to the Mechanics of Carbon Nanotubes

Applicability of the Continuum-shell Theories to the Mechanics of Carbon Nanotubes NASA/CR-2002-211460 ICASE Report No. 2002-7 Applicability of the Continuum-shell Theories to the Mechanics of Carbon Nanotubes V.M. Harik ICASE, Hampton, Virginia T.S. Gates and M.P. Nemeth NASA Langley

More information

Thin-walled Box Beam Bending Distortion Analytical Analysis

Thin-walled Box Beam Bending Distortion Analytical Analysis Journal of Mechanical Engineering Vol 14(1), 1-16, 217 Thin-walled Box Beam Bending Distortion Analytical Analysis A Halim Kadarman School of Aerospace Engineering Universiti Sains Malaysia, 143 Nibong

More information

Translated from Prikladnaya Mekhanika, Vol. 7, No. 8, pp , August, 1971.

Translated from Prikladnaya Mekhanika, Vol. 7, No. 8, pp , August, 1971. W. Nowacki THE THEORY OF ASYMMETRICAL ELASTICITY* Reviewedby G. N. Savin and Yu. N. Nemish The monograph is a result of studies based on the model of a continuous medium which W. Voigt had proposed in

More information