| 四边支承钢筋混凝土矩形板抗冲切性能试验研究 |
| |
| 引用本文： | 鄂尚发. 四边支承钢筋混凝土矩形板抗冲切性能试验研究[J]. 华北水利水电学院学报, 2001, 22(2): 22-26 |
| |
| 作者姓名： | 鄂尚发 |
| |
| 作者单位： | 河南省水利电力对外公司, |
| |
| 摘 要： | 对边长比为 2～ 3的四边支承矩形板的抗冲切性能进行了试验研究 .在中心加载条件下 ,研究了四边支承矩形板的破坏形态和支座反力的分布规律 ,分析了影响四边支承板抗冲切承载力的主要因素 .在此基础上 ,提出了中心加载条件下四边支承板抗冲切承载力的计算公式 ,为钢筋混凝土板的设计提供了技术依据
|
| 关 键 词： | 单向板 双向板 抗冲切承载力 |
| 文章编号： | 1002-5634(2001)02-0022-05 |
| 修稿时间： | 2001-01-18 |
Experimental research on shearing strength of reinforced concrete slab supported on four sides |
| |
| E Shang fa. Experimental research on shearing strength of reinforced concrete slab supported on four sides[J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power, 2001, 22(2): 22-26 |
| |
| Authors: | E Shang fa |
| |
| Abstract: | The shearing strength of reinforced concrete rectangular slabs supported on four sides with ratio of side length between 2 and 3 are studied in this paper. With a central concentrated load, all the failure models of these specimens are punching failure, and the supported forces are distributed over a local area. The main factors influencing the shearing strength of the slabs are analyzed. Based on those results, a method for calculated the shearing strength of such slabs are proposed. |
| |
| Keywords: | one-way concrete slab two-way concrete slab shearing strength |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
