| 钢纤维混凝土受弯构件正截面受力全过程分析的统一方法 |
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| 引用本文： | 赵军,高丹盈. 钢纤维混凝土受弯构件正截面受力全过程分析的统一方法[J]. 工业建筑, 2005, 35(9): 38-41 |
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| 作者姓名： | 赵军 高丹盈 |
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| 作者单位： | 郑州大学,郑州,450002;郑州大学,郑州,450002 |
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| 基金项目： | 国家自然科学基金项目（编号：50408008）. |
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| 摘 要： | 根据高等钢筋混凝土结构理论,研究了钢纤维增强钢筋混凝土受弯构件的正截面受力全过程分析方法,利用钢纤维混凝土层厚这一参数,提出了适用于普通钢筋混凝土受弯构件、钢筋钢纤维增强部分混凝土受弯构件和钢筋全截面钢纤维混凝土受弯构件的统一的分析方法,并编制了统一的全过程分析计算程序。
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| 关 键 词： | 钢纤维 全过程分析 统一 |
| 收稿时间： | 2005-03-19 |
| 修稿时间： | 2005-03-19 |
THE UNIFIED METHOD OF ALL COURSE ANALYSIS OF NORMAL SECTION UNDER LOAD FOR STEEL FIBER REINFORCED CONCRETE FLEXURAL MEMBER |
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| Zhao Jun,Gao Danying. THE UNIFIED METHOD OF ALL COURSE ANALYSIS OF NORMAL SECTION UNDER LOAD FOR STEEL FIBER REINFORCED CONCRETE FLEXURAL MEMBER[J]. Industrial Construction, 2005, 35(9): 38-41 |
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| Authors: | Zhao Jun Gao Danying |
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| Affiliation: | Zhengzhou University Zhengzhou 450002 |
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| Abstract: | Based on the high theory of reinforced concrete, the all course analysis of normal section under load for the steel fiber reinforced concrete flexural members is researched. With the thickness of steel fiber reinforced concrete layer, the unified calculating method is put forward, which is suitable for the normal reinforced concrete flexural members, the steel fiber reinforced partial concrete flexural members and the steel fiber reinforced whole concrete flexural members. Furthermore, the unified all course analysis programme is made. |
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| Keywords: | steel fiber all course analysis unified |
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