基于有限元法的钢-砼连续组合梁截面优化设计
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TU398

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广西工学院青年科学资金(500204)


Section Optimization Design of Steel-Concrete Continuous Composite Beams Based on the Finite Element Method
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    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。

    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.

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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(中英文),2005,27(5):68-72. 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):68-72.10.11835/j. issn.1674-4764.2005.05.016

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  • 最后修改日期:2005-06-10
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