| 高强混凝土L形截面柱抗剪承载力的试验研究 |
| |
| 引用本文： | 赵彤,周芝兰,谢剑.高强混凝土L形截面柱抗剪承载力的试验研究[J].工业建筑,2002,32(4):29-32. |
| |
| 作者姓名： | 赵彤 周芝兰 谢剑 |
| |
| 作者单位： | 天津大学,土木工程系,天津,300072 |
| |
| 摘 要： | 为研究高强混凝土L形截面柱的抗剪性能 ,对 9根试件 (其中 7根正向加载 ,2根变角度加载 )进行了试验研究。研究分析了轴压比、剪跨比、加载角度、配箍率等因素对试件抗剪性能的影响 ,提出了考虑剪跨比、配箍率和轴压比等影响和便于工程设计使用的高强混凝土L形截面柱抗剪承载力设计建议公式
|
| 关 键 词： | 高强混凝土 L形截面柱 抗剪承载力 |
| 修稿时间： | 2001年4月9日 |
EXPERIMENTAL STUDY ON THE SHEAR STRENGTH OF L-SHAPED HIGH-STRENGTH CONCRETE COLUMNS |
| |
| Zhao Tong\ Zhou Zhilan\ Xie Jian.EXPERIMENTAL STUDY ON THE SHEAR STRENGTH OF L-SHAPED HIGH-STRENGTH CONCRETE COLUMNS[J].Industrial Construction,2002,32(4):29-32. |
| |
| Authors: | Zhao Tong\ Zhou Zhilan\ Xie Jian |
| |
| Abstract: | Based on the experiment of nine specimens, the shear strength of L\|shaped high\|strength concrete column is studied. The effects of shear span, axial compression ratio, loading angle and stirrup ratio on the shear strength of L\|shaped high\|strength concrete column are analyzed in this paper. Furthermore, a suggested design formula is proposed. The coincidence of calculating results with test data proves that the suggested formula can meet the engineering design requirements. |
| |
| Keywords: | high\|strength concrete\ L\|shaped columns\ shear strength |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
