Optimization Design of Steel-Concrete Composite Beams Considering Bond-Slip Effect
- Release time:2024-08-09
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Affiliation of Author(s):
土木工程学院
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Journal:
Advanced Material Research
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Key Words:
中文关键字：刚度衰减系数；组合梁；优化设计；粘结滑移，英文关键字：Stiffness Reduction Coefficient; Composite Beam; O
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Abstract:
The optimization methodology of the steel-concrete composite beam was proposed in this paper. The objective function is the cost of the composite beams, and the design variables are the geometry parameters, including height and width of the concrete deck, as well as thickness of the steel flange and web. The constraint conditions are main requirements stated in Chinese code for the design of composite beam, reasonable calculating theories and indispensable constructions, as well as some mature and consistent conclusions confirmed by experimental studies. Stiffness reduction coefficient is used to consider the effect of bond-slip effect between concrete and steel when calculating the beam deformation. The optimization for composite beam under uniform loads is given as a demonstration example finally. The methodology proposed in this paper should be useful for obtaining the solution of this kind of optimization problem.
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Co-author:
娄焕娟,李志强,王维
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First Author:
lilei,zhengshansuo
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Indexed by:
Journal paper
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Volume:
卷：243-249
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Issue:
期：
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Page Number:
页：379-382
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Translation or Not:
no
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Date of Publication:
2011-12-01
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