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基于有限元法的钢-砼连续组合梁截面优化设计
引用本文:刘齐茂,李微. 基于有限元法的钢-砼连续组合梁截面优化设计[J]. 土木与环境工程学报, 2005, 27(5): 68-72
作者姓名:刘齐茂  李微
作者单位:1. 广西工学院,土木建筑系,广西,柳州,545006
2. 东南大学,土木学院,南京,210018
基金项目:广西工学院校科研和教改项目
摘    要:给出了钢-混凝土连续组合梁截面计算机辅助优化设计的有效方法,以有限元结构分析和优化算法相结合为手段,提出了一种符合实际情况的钢-混凝土组合梁的剪力连接模式,建立钢-混凝土连续组合梁有限元分析模型、优化参数模型,优化数学模型,用ANSYS的参数化设计语言编制了分析文件和优化控制文件,经计算获得钢-混凝土连续组合梁的最优截面形式.该方法的优化效果显著,并且效率高,可广泛应用于钢-混凝土连续组合梁截面优化设计工程.

关 键 词:钢-混凝土连续组合梁  截面优化设计  有限元
文章编号:1006-7329(2005)05-0068-05
修稿时间:2005-06-10

Section Optimization Design of Steel-Concrete Continuous Composite Beams Based on the Finite Element Method
LIU Qi-mao~,LI Wei~. Section Optimization Design of Steel-Concrete Continuous Composite Beams Based on the Finite Element Method[J]. Journal of Civil and Environmental Engineering, 2005, 27(5): 68-72
Authors:LIU Qi-mao~  LI Wei~
Affiliation:LIU Qi-mao~,LI Wei~
Abstract:This paper introduces the efficient computer aided design method to optimize the section of steel-concrete continuous composite beams by combining FEM for structure analysis with optimization arithmetic and an efficient shearing force link model of steel-concrete composite beams.The authors established a finite element analysis model,optimization parameter model,optimization mathematics model of steel-concrete continuous composite beams and programs analysis file and optimization control file by using the ANSYS parameter design language. The optimum of the steel-concrete continuous composite beams section is obtained after computing and the optimization result indicates that this method is efficient in optimizing the section of steel-concrete continuous composite beams.So it could be applied extensively in the steel-concrete continuous composite beams section optimization design.
Keywords:steel-concrete continuous composite beams  section optimization design  finite element
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