The Bending Of Rectangular Deep Beams Under Uniform Load

摘要：

Considering the effects of the beam section rotation, shear deformation of the adjacentsection and transverse pressure, derived the new equation of rectangular section deep beams, andgives the basic solution of deep beams. And discussed at the bending problems of deep rectangularbeams with both ends simply supported, fixed at both ends under uniform load, based on theequations given in this paper, application of reciprocal law, doing numerical calculation in Matlabplatform, compare with the results of ANSYS finite element analysis.

关键词： deep beams of rectangular section the basic solution the bending of rectangular deepbeam with different boundary conditions under uniform load reciprocal method

作者: Chen Ying-jie Fu Bao-lian GangLi Wu Jiei Bai Ming Chen Xia

作者单位: Department of Civil Engineering and Mechanics, Yanshan University, Qinghuangdao, China Shenkan Qinghuangdao engineering ﹠technology corporation,mmc SKQHDET)

会议类型: 国内会议

会议名称: 中国力学大会2011暨钱学森诞辰100周年纪念大会

会议地点: 哈尔滨

会议语种:英文

页码: 1-13

在线出版日期: 2011-08-22（万方平台首次上网日期，不代表论文的发表时间）