Analysis of composite structures
Decolon, Christian.

 

  • Analysis of composite structures
  • 紀錄類型: 書目-語言資料,印刷品 : 單行本
    作者: DecolonChristian.,
    其他團體作者: ScienceDirect (Online service)
    出版地: London
    出版者: Kogan Page Science;
    出版年: 2004.
    面頁冊數: xii, 336 p.ill. : 24 cm.;
    集叢名: Kogan Page Science paper edition
    標題: Composite materials. -
    標題: Electronic books. -
    電子資源: http://www.loc.gov/catdir/enhancements/fy0627/2005295490-d.html
    電子資源: http://www.loc.gov/catdir/enhancements/fy0627/2005295490-d.html
    電子資源: http://www.loc.gov/catdir/enhancements/fy0627/2005295490-d.html
    電子資源: http://www.loc.gov/catdir/enhancements/fy0627/2005295490-d.html
    附註: Electronic reproduction. Amsterdam : Elsevier Science & Technology, 2007.
    摘要註: This book provides the basis for calculations of composite structures, using continuum mechanics to facilitate the treatment of more elaborate theories. A composite structure combines traditional materials (such as concrete) with new materials (such as high performance fibres) to explore and develop new structures. The author deals with individual layers in laminate composites, discussing the basic laws that govern mixtures. Recommended for both student and professional use A systematic, compact presentation in a single volume Covers the governing equations of composite beams, plates and structures.
    ISBN: 1903996627
    內容註: Contents: Part I: Mechanical Behaviour of Composite Materials: Constitutive relations of anisotropic materials in linear elasticity; Orthotropic layer behaviour; Elastic constants of a unidirectional composite; Failure criteria. Part II: Multi-layer plates: Multi-layer Kirchhoff-Love thin plates; Symmetrical orthotropic Kirchhoff-Love plates; Thermo-elastic behaviour of composites; Symmetric orthotropic Reissner-Mindlin plates; Asymmetrical multi-layer Kirchhoff-Love plates; Cylindrical flexure of multi-layer Kirchhoff-Love plates; Cylindrical flexure of multi-layer Reissner-Mindlin plates. Part III: Multi-Layer Beams: Symmetrical multi-layer beams in tension-compression; Symmetrical multi-layer beams in flexure without transverse shear strain; Symmetrical multi-layer beams in flexure with transverse shear strain.
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