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CALCULATION ANALYSIS OF SHEARING SLIP FOR STEELCONCRETE COMPOSITE BEAM UNDER CONCENTRATED LOAD
引用本文:刘寒冰,刘文会,张云龙.CALCULATION ANALYSIS OF SHEARING SLIP FOR STEELCONCRETE COMPOSITE BEAM UNDER CONCENTRATED LOAD[J].应用数学和力学(英文版),2005,26(6):735-740.
作者姓名:刘寒冰  刘文会  张云龙
作者单位:College of Traffic Jilin University,College of Traffic Jilin University,College of Traffic Jilin University Changchun 130025,P.R.China,Changchun 130025,P.R.China,Changchun 130025,P.R.China
基金项目:Project supported by the Science and Technology Development Project of Jilin Province (No. 20020631)
摘    要:The strain difference of steel and concrete under vertical concentrated load was analyzed on the basis of elastic theory, and was compared with ideal solution of steel and concrete under vertical uniform load. The results indicate that the computing formula concluded from the paper is believable. The practical structure usually bears concentrated load, so it can be used in the practical engineering.

关 键 词:复合束  负荷浓缩  剪切位移  局部作用  钢筋混凝土力学
收稿时间:30 December 2003

Calculation analysis of shearing slip for steel-concrete composite beam under concentrated load
Liu Han-bing,Liu Wen-hui,Zhang Yun-long.Calculation analysis of shearing slip for steel-concrete composite beam under concentrated load[J].Applied Mathematics and Mechanics(English Edition),2005,26(6):735-740.
Authors:Liu Han-bing  Liu Wen-hui  Zhang Yun-long
Institution:College of Traffic, Jilin University, Changchun 130025, P.R.China
Abstract:The strain difference of steel and concrete under vertical concentrated load was analyzed on the basis of elastic theory, and was compared with ideal solution of steel and concrete under vertical uniform load. The results indicate that the computing formula concluded from the paper is believable. The practical structure usually bears concentrated load, so it can be used in the practical engineering.
Keywords:composite beam  concentrated load  partial-interaction  shearing slip
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