摘要
导出了通过内力表达的计算物理非线性杆系余能。应变能的计算公式。余能算例表明,与其它方法借比,按本文的公式计算具有简便,清楚的优点.
The Prlsent PaPer shows that comPlementary energy and strain energy Of Physical nonlinear bars can be comPuted with inner forces.Exam-Ples are given to illustrate that the method aPPlying formulae derived in the this PaPer is simpler and clear than other methods.
出处
《长沙铁道学院学报》
CSCD
1993年第1期116-119,共4页
Journal of Changsha Railway University
关键词
余能
应变能
物理非线性
结构分析
Com Plementary energy,strain energy,Physical nonlinearness,structural analysis,Castigliano theorem