| 压型钢板组合楼板承载力的有限元分析 |
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| 引用本文： | 张宇,冯子才,李海旺.压型钢板组合楼板承载力的有限元分析[J].钢结构,2002,17(6):48-50. |
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| 作者姓名： | 张宇 冯子才 李海旺 |
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| 作者单位： | 1. 中国辐射防护研究院,太原,030006
2. 太原理工大学,太原,030024 |
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| 摘 要： | 压型钢板组合楼板是 2 0世纪发展起来的一种新型结构形式。它具有显著的优势 ,如轻质、高强 ,施工快捷等 ,将在未来的建筑领域中大有作为。组合楼板的承载力主要取决于钢板 -混凝土界面处的抗剪强度。建立了一个二维有限元模型来研究单向组合板的性能。并将计算结果与试验数据进行对比 ,验证了模型的有效性
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| 关 键 词： | 组合板 压型钢板 承载力 有限单元法 |
| 修稿时间： | 2002年7月15日 |
FINITE ELEMENT ANALYSIS OF LOAD BEARING CAPACITY OF COMPOSITE SLABS WITH PROFILED STEEL SHEET |
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| Zhang,Yu,Feng,Zicai.FINITE ELEMENT ANALYSIS OF LOAD BEARING CAPACITY OF COMPOSITE SLABS WITH PROFILED STEEL SHEET[J].Steel Construction,2002,17(6):48-50. |
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| Authors: | Zhang Yu Feng Zicai |
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| Affiliation: | Zhang Yu Feng Zicai (China Institute for Radiation Protection Taiyuan 030006) Li Haiwang (Taiyuan Institute of Technology Taiyuan 030024) |
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| Abstract: | Composite slab with profiled steel sheet is a new structural type developed in the last century It has obvious superiority,such as reducing slab thickness and construction weight,high strength and reducing construction periods etc It will be used widely in the future In many cases the capacity of composite slabs with profiled steel sheeting depends mainly on the shear resistance at the sheet concrete interface A two dimensional finite element model was used to study the behavior of one way composite slabs The validity of the model was verified by comparing the calculation results with the experimental data |
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| Keywords: | composite slabs profiled steel sheeting load bearing capacity finite element method |
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