均布荷载作用下悬臂梁非线性的初探  

FIRST EXPLORATION OF CANTILEVER BEAM NONLINEARTY UNDER UNIFORM LOAD

作　　者：黄思宜[1] 李文兴[1] 

机构地区：[1]桂林理工大学,广西桂林541004

出　　处：《建筑技术开发》2012年第7期4-6,10,共4页Building Technology Development

摘　　要：根据广义胡克定律作进一步理论推导,推导了在均布荷载作用下悬臂梁非线性,即考虑各向异性情形下的应力分量解析解。In accordance with further theoretical derivation of the generalized Hooke＇s, derivation and cantilever beam nonlinearty under uniform load, taking into account anisotropy in situations of stress components analytical solutions.

关 键 词：混凝土 悬臂梁 非线性 

分 类 号：TU312[建筑科学—结构工程]