已收录 268921 条政策
 政策提纲
  • 暂无提纲
Approximate flexural-extensional relations for steel structural members
[摘要] The object of this investigation is to propose approximate moment-curvature-axial load-mean strain relations for steel members loaded beyond the yield point by combined bending and axial load, accounting for initial residual stresses induced in the members during their formative hot-rolling or welding processes. Since no exact relations can be found, except for residual stress-free members, with rectangular cross sectional, numerical procedure has been developed for integrating stresses at certain points obtained by dividing the cross-section into small elements. A Newton-Raphson type iterative procedure has been developed for obtaining curvatures and mean strains, given moments and axial loads. Moment-curvature and axial load -mean strain relations, with axial load and moment, respectively held constant. A least-squares procedure has been developed to approximate the curves by simple mathematical functions A hyperbola was found to be the most valuable approximation.
[发布日期]  [发布机构] Rice University
[效力级别]  [学科分类] 
[关键词]  [时效性] 
   浏览次数:4      统一登录查看全文      激活码登录查看全文