Gain an Understanding of the Stability Behaviour of Steel and Other Plated Structures When under Compressive Stress.DUBLIN, Ireland -- Research and Markets (http://www.researchandmarkets.com/reports/c36926) has announced the addition of Analysis and Design of Plated Structures (Volume 1: Stability) to their offering. Analysis and Design of Plated Structures --discusses the behaviour of steel and other plated structures when under stress --extensive coverage of the key research in this important area --compiled by an international team of distinguished contributors Steel and other types of plated structures are used in a variety of applications from aircrafts to ships and offshore platforms to bridges, power plants and cranes. A key issue in the use of these structures is their stability behaviour under compressive stress. Analysis and design of plated structures reviews the wealth of research in this important area and its implications for design, safety and maintenance. The book considers the various types of buckling that plated structures are likely to encounter. Chapters also review buckling in a range of materials from steel to differing types of composite. The book also discusses the behaviour of differing types of components used in steel-plated structures. These components include steel beams and columns as well as curved, stiffened, corrugated cor·ru·gate v. cor·ru·gat·ed, cor·ru·gat·ing, cor·ru·gates v.tr. To shape into folds or parallel and alternating ridges and grooves. v.intr. , laminated and other types of plate design. With its distinguished editors and international team of contributors, Analysis and design of plated structures will be a useful standard reference for civil engineers involved in the design of plated structures. About the editors N E Shanmugam and C M Wang are both Professors of Civil Engineering at the National University of Singapore The National University of Singapore (Abbreviation: NUS) is Singapore's oldest university. It is the largest university in the country in terms of student enrollment and curriculum offered. . Both have published widely in the area of plated structures. Lateral buckling of tapered steel members M Bradford, The University of New South Wales The University of New South Wales, also known as UNSW or colloquially as New South, is a university situated in Kensington, a suburb in Sydney, New South Wales, Australia. , Australia Introduction. Nonlinear finite element formulation. Linear finite element formulation. Elastic buckling curves. Design strengths. Concluding remarks. References. Buckling of plates with variable inplane forces I Shufrin and M Eisenberger, Technion - Israel Institute of Technology, Israel Introduction. Buckling of rectangular plates. Numerical examples and discussion. Concluding remarks. References. Finite element formulation for plate stability analysis W Kanok-Nukulchai, Asian Institute of Technology The Asian Institute of Technology (AIT) is an international institution for higher education in engineering, advanced technologies, and management and planning. It "promotes technological change and sustainable development" in the Asian-Pacific region, through higher , Thailand Introduction. The formulation. Derivation of the elastic and geometric stiffness matrices for the bilinear plate element. Numerical examples. Concluding remarks. References. Mesh-free methods for buckling analysis of stiffened and corrugated plates K Liew, Nanyang Technological University Nanyang Technological University (Abbreviation: NTU) is a major research university in Singapore. The University's garden campus, known as the Yunnan Garden campus is in the southwestern part of Singapore. , Singapore, S Kitipornchai and L Peng, City University of Hong Kong The university has a community of more than 12,000 undergraduates and 6,000 postgraduates. International students account for around 5% of the student population. The official language of instruction is English. , China Introduction. Mesh-free Galerkin method. Estimation of equivalent properties. Formulation for stiffened and corrugated plates. Validation studies. Some numerical examples. Concluding remarks. Acknowledgements. Reference. Plastic buckling of plates C Wang, National University of Singapore, Singapore Introduction. Buckling of rectangular plates. Axisymmetric ax·i·sym·met·ric also ax·i·sym·met·ri·cal adj. Having symmetry around an axis: an axisymmetric cone. ax buckling of circular plates. Buckling of annular annular /an·nu·lar/ (an´u-ler) ring-shaped. an·nu·lar adj. Shaped like or forming a ring. annular ring-shaped. plates. Buckling of polygonal plates. Concluding remarks. Acknowledgements. References. Mechanical and thermal buckling of ceramic-metal plates J Reddy and R Arciniega, Texas A&M University, USA Introduction. Theoretical formulation. Numerical results. Concluding remarks. Acknowledgement. References. Thermal buckling and postbuckling of laminated plates H-S Shen, Shanghai Jiao Tong University Shanghai Jiao Tong University (Simplified Chinese: 上海交通大学; Traditional Chinese: 上海交通大學 , People's Republic of China Introduction. Governing equations. Analytical method and asymptotic solutions. Thermal postbuckling of antisymmetric (mathematics) antisymmetric - A relation R is antisymmetric if, for all x and y, x R y and y R x => x == y. I.e. no two different elements are mutually related. Partial orders and total orders are antisymmetric. If R is also symmetric, i.e. angle-ply laminated plates. Thermal postbuckling of symmetric cross-ply laminated plates. Thermal postbuckling of a symmetric cross-ply laminated plate with piezoelectric The property of certain crystals that causes them to produce voltage when a mechanical pressure is applied to them such as sound vibrations. This technique is used to build crystal microphones, phonograph cartridges and strain gauges, all of which turn mechanical movement into voltage. layers. Thermal postbuckling of fgm hybrid laminated plates. Concluding remarks. Appendix A. Appendix B. Appendix C. Acknowledgements. References. Local and interaction buckling in composite columns B Uy, University of Wollongong History The University of Wollongong was founded in 1951 when a Division of the then New South Wales University of Technology (re-named the University of New South Wales in 1958) was established in Wollongong. , Australia Introduction. Forms of composite steel-concrete members. Background to buckling. Local buckling of composite steel-concrete members. Interaction buckling of composite steel-concrete members. Concluding remarks and further research. List of notation. References. Buckling and postbuckling of stiffened composite structures B Falzon, Imperial College London History Imperial College was founded in 1907, with the merger of the City and Guilds College, the Royal School of Mines and the Royal College of Science (all of which had been founded between 1845 and 1878) with these entities continuing to exist as "constituent colleges". , UK Introduction. Experimental observations. Finite element modelling. Modelling failure. Concluding remarks. References. Analysing the strength and ductility of plated structures T Usami and H Ge, Nagoya University, Japan Introduction. Component plates. Stub-columns. Cantilever columns. Concluding remarks. References. Concrete-filled steel box columns N Shanmugam, National University of Singapore, Singapore Introduction. Theoretical analysis. Numerical results. Parametric studies. Concluding remarks. References. List of notation. Analysis of corrugated web plates in bridge structures E Watanabe, C Machimdamrong, T Utsunomiya, Kyoto University, M Kano, JIP Techno Science Corporation and T Kadotani, Japan Highway Public Corporation, Japan Introduction. Elastic buckling of corrugated plates. Elasto-plastic and finite displacement analysis of plates. Concluding remarks. References. Interaction of curvature on the stability and design of curved plate girders J Davidson, The University of Alabama at Birmingham UAB began in 1936 as the Birmingham Extension Center of the University of Alabama. Because of the rapid growth of the Birmingham area, it was decided that an extension program for students who had difficulties which prevented them from studying in Tuscaloosa was needed. , USA Introduction. Stability during construction. Cross frame interval design. Influence of curvature on lateral-torsional stability. Effect of curvature on flange plate stability. Effect of curvature on web plate stability and distortion. Concluding remarks. Acknowledgement. References. Buckling failure of structures consisting of curved plates P Ansourian, The University of Sydney The University of Sydney, established in Sydney in 1850, is the oldest university in Australia. It is a member of Australia's "Group of Eight" Australian universities that are highly ranked in terms of their research performance. , Australia Introduction. Cylindrical structures. Experimental behaviour. Prototype failures. Buckling through differential settlement. Concluding remarks. References. Local buckling and postbuckling analysis of light gauge steel members J Rhodes, University of Strathclyde The University of Strathclyde (Scottish Gaelic: Oilthigh Srath Chluaidh) is a university in Glasgow, Scotland. History The university originated as Anderson's Institution in 1796. , Scotland Introduction. Local buckling in plates and systems of plates. Finite strip type analysis. Comparison of different strip formulations. Compression members. Buckling in beams. Future trends in analysis and design. Concluding remarks. References. For more information visit http://www.researchandmarkets.com/reports/c36926 |
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