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均布载荷作用下矩形截面梁的弹塑性弯曲
引用本文:吴晓,黄志刚,唐响亮. 均布载荷作用下矩形截面梁的弹塑性弯曲[J]. 湖南文理学院学报(自然科学版), 2013, 0(1): 14-17
作者姓名:吴晓  黄志刚  唐响亮
作者单位:湖南文理学院土木建筑工程学院
摘    要:采用弹塑性理论研究了均布载荷作用下的矩形截面梁弹塑性弯曲问题,推导出了矩形截面悬臂梁的弹塑性弯曲挠度表达式,并重新推导出了矩形截面简支梁的弹塑性弯曲挠度表达式,更正了有关文献在研究均布载荷作用下矩形截面简支梁弹塑性弯曲时存在的错误.

关 键 词:矩形截面    弹塑性  弯曲  挠度

Elastic-plastic bending of the rectangular beam under uniformed load
WU Xiao,HUANG Zhi-gang,TANG Xiang-liang. Elastic-plastic bending of the rectangular beam under uniformed load[J]. Journal of Hunan University of Arts and Science:Natural Science Edition, 2013, 0(1): 14-17
Authors:WU Xiao  HUANG Zhi-gang  TANG Xiang-liang
Affiliation:(College of Architecture & Civil Engineering,Hunan University of Arts & Science,Changde 415000,China)
Abstract:Based on elastic-plastic theory, elastic-plastic bending of the rectangular beam under uniformed load is researched and the deflection expression of elastic-plastic bending of rectangular cantilever beam is deduced. Then, the deflection expression of elastic-plastic bending of the simply supported beam of rectangular cross-section is reformulated and the error which exists in the relational paper in this field has been corrected.
Keywords:rectangular section  beam  elastic-plastic  bending  deflection
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