| 配筋混凝土简支受弯构件最小跨度及钢筋强度取值 |
| |
| 引用本文： | 杨春峰,刘戈. 配筋混凝土简支受弯构件最小跨度及钢筋强度取值[J]. 沈阳大学学报：自然科学版, 2004, 16(2): 71-73 |
| |
| 作者姓名： | 杨春峰 刘戈 |
| |
| 作者单位： | 1. 沈阳大学,建筑工程学院,辽宁,沈阳,110044
2. 沈阳房地产置业担保有限责任公司,辽宁,沈阳,110014 |
| |
| 摘 要： | 分析了配筋混凝土简支受弯构件中钢筋的粘结锚固性能.为使构件破坏时充分发挥钢筋的强度,提出了简支受弯构件最小跨度的确定方法.同时给出了当构件跨度不满足最小跨度要求时受拉钢筋强度折减的计算方法.
|
| 关 键 词： | 配筋混凝土 钢筋 简支受弯构件 最小跨度 锚固长度 强度折减 |
| 文章编号： | 1008-9225(2004)02-0071-02 |
| 修稿时间： | 2003-11-21 |
Minimum span length of reinforced concrete simple flexural member and strength of reinforcing bar |
| |
| YANG Chun-feng,LIU GeSchool of Architectural and Civil Engineering,Shenyang University,Shenyang ,China,Shenyang RealEstate Administer Insurance Agent Co.,Ltd. .Shenyang ,China. Minimum span length of reinforced concrete simple flexural member and strength of reinforcing bar[J]. Journal of Shenyang University, 2004, 16(2): 71-73 |
| |
| Authors: | YANG Chun-feng LIU GeSchool of Architectural Civil Engineering Shenyang University Shenyang China Shenyang RealEstate Administer Insurance Agent Co. Ltd. .Shenyang China |
| |
| Affiliation: | YANG Chun-feng,LIU GeSchool of Architectural and Civil Engineering,Shenyang University,Shenyang 110044,China,Shenyang RealEstate Administer Insurance Agent Co.,Ltd. .Shenyang 110014,China |
| |
| Abstract: | Analyses the anchorage performance of reinforcing bar of reinforced concrete simple flexural member.To exert the strength of the reinforcing bar when the member broken,puts forward a means in measurement of the minimum span length of simple flexural member. Presents the strength reduction calculating method of the tension bar when the minimum span length is not sufficed. |
| |
| Keywords: | reinforced concrete reinforcing bar simple flexural member minimum span length anchoring length strength reduction |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
