钢结构构件的扭转分析:理论与设计 本书特色

　　陈骥编*的《钢结构构件的扭转分析--理论与设计》介绍了薄壁开口截面扭转屈曲或弯扭屈曲、畸变屈曲、扭转塑性破坏，即均匀扭转塑性破坏和翘曲扭转塑性破坏的理论分析、试验研究和设计问题，包括均匀受扭、约束受扭、沙堆比拟方法和翘曲扭转诸多试验研究和设计问题。
　　本书给出了两端简支焊接工形截面，轴心受压柱的扭转屈曲荷载和轴心受压冷弯开口加劲卷边槽钢构件的弹性畸变屈曲荷载的计算实例，并按照澳大利亚冷弯薄壁规范as／nzs 4600—2005 2nd ed．确定弹性畸变屈曲荷载的计算实例。
　　本书可作为高等院校土建类和力学类专业的研究生教材，也可供相关领域的工程技术人员和科研人员学习和参考。


 

钢结构构件的扭转分析:理论与设计 内容简介

本书介绍了薄壁开口截面扭转屈曲或弯扭屈曲、畸变屈曲、扭转塑性破坏, 即均匀扭转塑性破坏和翘曲扭转塑性破坏的理论分析、试验研究和设计问题, 包括均匀受扭、约束受扭、沙堆比拟方法和翘曲扭转诸多试验研究和设计问题。

钢结构构件的扭转分析:理论与设计 目录

prefaceforeword (2nd edition)forewordsome symbols used in textbookchapter 1  history of torsion of steel strucfural members  referenceschapter 2  introducfion  2.1  introduction  2.2  linear elastic torsional behavior of steel i-section members  2.3  first yield condition of steel structural member in torsion  2.4  plastic collapse analysis of i-section torsion  2.5  uniform-torsion plastic collapse  2.6  warping torsion plastic collapse  referenceschapter 3  linear elastic torsional behavior  referenceschapter 4  elastic torsional and flexural-torsional buckling  of axial compression members  4.1  elastic torsional buckling of centrally compressed members  4.2  effect of residual stress distribution on elastic torsional  buckling load  4.3  effect of end boundary conditions on torsional buckling load  4.4  elastic flexural-torsional buckling of axial compression members  problem  referenceschapter 5  elastic distortional buckling of axial compression  members  5.1  elastic section distortional buckling stress  5.2  equilibrium method to determine elastic distortional buckling load  5.3  to determine elastic distortional buckling stresses and loads  according to schafer, b.w.and pekoz, t.handle method  5.4  to determine elastic distortional buckling stresses and loads  according to as/nzs 4600--20052nded.  problem  referenceschapter 6  distortional buckling of steel bi-symmetric  i-section beams under in-plane uniform bending  6.1  theoretical analysis on distortional buckling of bisymmetric  i-section beams  6.2  theoretical analysis on distortional buckling of monosymmetric  i-section beams  referenceschapter 7  distortional buckling of steel bi-symmetric  i-sfction beam-columns  distortional buckling of steel bi-symmetric i-section beam-columns  referenceschapter 8  i-section beams and beam-columns under bending  and torsion  8.1  governing differential equations of biaxial bending beam with  torsion  8.2  two methods to check stability for biaxial bending beam with  torsion  problem  referenceschapter 9  elastic torsional behavior  referenceschapter 10    first yield condition of steel structural member  under torson  linear elastic torsional behavior  references  chapter 11    inelastic torsional behavior  11.1  inelastic torsional behavior of lsection beam  11.2  plastic-collapse analysis of torsion  11.3  uniform-torsion plastic collapse  11.4  conclusions  referencesanswers to some selected problems

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