| 基于ANSYS钢筋混凝土开洞连续深梁承载力分析 |
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| 引用本文： | 张令超,王泽军,任家福.基于ANSYS钢筋混凝土开洞连续深梁承载力分析[J].土木建筑与环境工程,2012,34(Z1):62-64. |
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| 作者姓名： | 张令超 王泽军 任家福 |
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| 作者单位： | 西安建筑科技大学 土木工程学院，陕西 西安 710055;西安建筑科技大学 土木工程学院，陕西 西安 710055;西安建筑科技大学 土木工程学院，陕西 西安 710055 |
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| 摘 要： | 基于Ashour所做的有关集中荷载作用下两跨连续深梁腹板开洞的试验成果，设定一系列有限元模拟试件，借助于有限元分析软件ANSYS建立有限元模型，对比分析集中荷载和均布荷载分别作用时混凝土强度、开洞大小、洞口位置、竖向腹筋配筋率以及水平腹筋配筋率对试件承载力的影响。
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| 关 键 词： | 连续深梁 腹板开洞 有限元 承载力 |
Bearing Capacity of Reinforced Concrete Continuous Deep Beams with Web Openings Based on ANSYS Analysis |
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| ZHANG Ling-chao,Wang Ze-jun and REN Jia-fu.Bearing Capacity of Reinforced Concrete Continuous Deep Beams with Web Openings Based on ANSYS Analysis[J].土木建筑与环境工程,2012,34(Z1):62-64. |
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| Authors: | ZHANG Ling-chao Wang Ze-jun and REN Jia-fu |
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| Abstract: | Based on the experiment on two-span continuous deep beams with web openings bearing concentrated load, setting a series of finite element simulation specimens and establishing finite element model by finite element analysis software ANSYS, the influences of the strength of concrete, the open hole size, the hole position, vertical reinforcement ratio and horizontal reinforcement ratio on bearing capacity and deflection of specimens were contrasted when imposed respectively. |
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| Keywords: | continuous deep beams web openings finite element bearing capacity |
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