| 外包钢混凝土构件的剪切强度分析 |
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| 引用本文： | 梁启雄.外包钢混凝土构件的剪切强度分析[J].茂名学院学报,2009,19(4):78-80. |
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| 作者姓名： | 梁启雄 |
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| 作者单位： | 茂名学院,总务处,广东,茂名,525000 |
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| 基金项目： | 茂名学院自然科学基金 |
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| 摘 要： | 外包钢混凝土构件是一种新型的结构体系。通过实验，对外包钢混凝土构件的受剪破坏过程和抗剪机理进行了分析研究，并与现行混凝土结构设计规范进行了比较，证明了外包钢混凝土具有抗剪强度高、延性好等特点。此外，还对外包钢混凝土杆件的剪切计算公式进行了简化处理，得到了外包钢混凝土的简化计算公式。
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| 关 键 词： | 外包钢混凝土 剪切破坏 剪切强度 剪切计算 |
Analysis of Shear Strength of Steel-enclosed Concrete Members |
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| HANG Qi-xiong.Analysis of Shear Strength of Steel-enclosed Concrete Members[J].Journal of Maoming College,2009,19(4):78-80. |
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| Authors: | HANG Qi-xiong |
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| Institution: | Office of General Services;Maoming University;Maoming 525000;China |
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| Abstract: | Steel-enclosed concrete members are a new type of structure system.By experiment,its process of shear failure and the principle of shear resistance were analyzed.In terms of the design code of concrete structures,steel-enclosed concrete is proved to be of high strength and good ductility.Additionally,simplified shear design formulas of steel-enclosed concrete members has been also recommended. |
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| Keywords: | steel-enclosed concrete shear failure shear strength shear calculation |
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