| 网状纤维混凝土T形截面受弯构件正截面承载力计算 |
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| 引用本文： | 朱江,赵国藩,李士恩. 网状纤维混凝土T形截面受弯构件正截面承载力计算[J]. 工业建筑, 2000, 30(3): 30-34 |
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| 作者姓名： | 朱江 赵国藩 李士恩 |
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| 作者单位： | 1. 大连理工大学土木系,大连,116023
2. 广东工业大学土木系,广州,510090 |
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| 摘 要： | 通过网状纤维混凝土T 形梁系列性试验,应用数值分析的结果与现行的我国混凝土结构设计规范并轨,使网状纤维混凝土T 形截面受弯构件正截面承载力计算与一般钢筋混凝土构件结构设计一样简单,以便使设计者们能迅速掌握这种复合材料的计算方法
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| 关 键 词： | 网状纤维 纤维混凝土 承载力 |
| 修稿时间： | 1999－11－09 |
CALCULATION OF BEARING CAPACITY OF FERROCONCRETE BENDING MEMBER WITH T SECTION |
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| Zhu Jiang,Zhao Guofan,Li Shien. CALCULATION OF BEARING CAPACITY OF FERROCONCRETE BENDING MEMBER WITH T SECTION[J]. Industrial Construction, 2000, 30(3): 30-34 |
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| Authors: | Zhu Jiang Zhao Guofan Li Shien |
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| Abstract: | The calculation of bearing capacity on ferroconcrete bending member with T section is made as simple as that of reinforced concrete by comparing the mathematical analysis results of a series tests of ferroconcrete T beam with that in the Chinese concrete structure design code,so that the designer can grasp the calculation method of this composite material rapidly. |
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| Keywords: | lattice fiber ferroconcrete bearing capacity |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
