两端固支叠合梁的应力分析与实验研究
Stress Analysis and Experimental Research for a Two-End Fixed Laminated Beam
DOI: 10.12677/IJM.2016.51003, PDF, HTML, XML, 下载: 2,100  浏览: 5,251  科研立项经费支持
作者: 郭法俊, 潘冬冬, 求美佳, 王 芳, 梅甫良:嘉兴学院建筑工程学院,浙江 嘉兴
关键词: 固支叠合梁应力分布实验Fixed End Superposed Beam Stress Distribution Experiment
摘要: 本文采用电测实验技术对两端固支约束下钢–铝两种不同材料组合而成的自由叠合梁和完全叠合梁跨中及近固端截面上弯曲正应力分布进行了研究,提出了两种叠合梁的简化模型,给出了两种梁的最大正应力计算公式,将理论分析与电测结果进行了比较。结果表明:本文的理论计算公式适用于两端固支叠梁的弯曲正应力估算。
Abstract: The bending stress distributions of two ends-constrained free and complete plying-up laminated beams at a mid-span and cross-sections adjacent to a fixed end, which are made of two different kinds of steel and aluminum materials, are investigated by means of electrical logging experiment technology. The simplified models of the above two laminated beams are put forward and the corresponding maximum normal stress formulae are presented. The theoretical results are compared with the electrical logging ones. The results show that the present calculation formulae are suitable for the estimation of bending normal stresses for the two end constrained beams.
文章引用:郭法俊, 潘冬冬, 求美佳, 王芳, 梅甫良. 两端固支叠合梁的应力分析与实验研究[J]. 力学研究, 2016, 5(1): 17-25. http://dx.doi.org/10.12677/IJM.2016.51003

参考文献

[1] 孙振东, 于叔名, 常录喜. 叠梁弯曲的试验分析[J]. 大连铁道学院学报, 1991, 12(4): 47-49.
[2] 吴晓, 孙晋, 杨立军. 叠层梁弯曲实验的应力计算公式[J]. 南湖文理学院学报, 2009, 21(1): 27-28.
[3] 徐慧, 杨铮. 钢铝双层组合梁的应力分析与实验[J]. 华南地震, 2014, 34(1): 4-11.
[4] 史丽娟, 董秀丽, 杨雁宾. 叠层梁在集中荷载作用下的精确解[J]. 黑龙江商学院学报, 1990(3): 34-37.
[5] 纪多辙, 王有凯. 用状态空间法求解简支叠合梁在任意横向载荷作用下的精确解[J]. 力学与实践, 1998, 20(1): 51-52.
[6] 高荣誉, 范家让. 叠层深梁的精确解[J]. 合肥工业大学学报(自然科学版), 2009, 32(5): 738-741.
[7] 孙训芳, 方孝淑, 关来泰. 材料力学[M]. 北京: 高等教育出版社, 2000.