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Finite-element modelling of structural concrete : short-term static and dynamic loading conditions /

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개인저자Kotsovos, M. D., author.
서명/저자사항Finite-element modelling of structural concrete :short-term static and dynamic loading conditions /Michael D. Kotsovos.
형태사항1 online resource
소장본 주기eBooks on EBSCOhostAll EBSCO eBooks
ISBN9781498712316
1498712312


서지주기Includes bibliographical references and index.
내용주기Front Cover; Contents; Preface; Author; Chapter 1: Need for a reappraisal; Chapter 2: Main behavioural characteristics of concrete; Chapter 3: Modelling of concrete behaviour; Chapter 4: Structure modelling for static problems; Chapter 5: Finite-element solutions of static problems; Chapter 6: Extension of finite element modelling to dynamic problems; Chapter 7: Reinforced concrete structural members under earthquake loading; Chapter 8: Structural concrete under impact loading; Appendix A: Octahedral formulation of stresses and strains; Appendix B: Coordinate transformations; Back Cover.
요약A Powerful Tool for the Analysis and Design of Complex Structural ElementsFinite-Element Modelling of Structural Concrete: Short-Term Static and Dynamic Loading Conditions presents a finite-element model of structural concrete under short-term loading, covering the whole range of short-term loading conditions, from static (monotonic and cyclic) to dynamic (seismic and impact) cases. Experimental data on the behavior of concrete at both the material and structural levels reveal the unavoidable development of triaxial stress conditions prior to failure which dictate the collapse and ductility of.
일반주제명Reinforced concrete construction.
Plastic analysis (Engineering)
Finite element method.
TECHNOLOGY & ENGINEERING -- Civil -- General.
Finite element method.
Plastic analysis (Engineering)
Reinforced concrete construction.
언어영어
기타형태 저록Print version:Kotsovos, M.D.Finite-element modelling of structural concrete.Boca Raton, FL : CRC Press, [2015]9781498712309
대출바로가기http://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=992431

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