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| 箍筋间距对钢筋混凝土梁抗爆性能的影响分析 | |
| 引用本文： | 常凯,常永奎,许超. 箍筋间距对钢筋混凝土梁抗爆性能的影响分析[J]. 吉林建筑工程学院学报, 2013, 30(4): 20-22 |
| 作者姓名： | 常凯 常永奎 许超 |
| 作者单位： | 1. 吉林建筑大学土木工程学院,长春,130118 2. 长春万旌房地产开发有限公司,长春,130012 3. 吉林建筑大学管理学院,长春,130118 |
| 摘 要： | 近年来，由于恐怖爆炸袭击和爆炸事故的频繁发生，使得钢筋混凝土结构抗爆性能的分析成为国内外众多学者和专家的研究重点．本文利用有限元动力分析软件LS—DYNA建立合理的钢筋混凝土梁模型，对钢筋混凝土粱在不同箍筋间距条件下的抗爆性能进行了数值模拟，并把软件计算结果进行对比分析，为钢筋混凝土结构的抗爆研究提供了理论依据． |
| 关 键 词： | 箍筋间距 抗爆性能 有限元 |
Stirrup Spacing Antiknock Performance Analysis of Reinforced Concrete Beams |
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| CHANG Kai , CHANG Yong-kui , XU Chao. Stirrup Spacing Antiknock Performance Analysis of Reinforced Concrete Beams[J]. Journal of Jilin Architectural and Civil Engineering, 2013, 30(4): 20-22 | |
| Authors: | CHANG Kai CHANG Yong-kui XU Chao |
| Affiliation: | z ( 1： School of Civil Engineering, Jilin Jianzhu University, Changchun, China 130118; 2： Changchun Wanting Real Estate Development Co., LTD, Changchun, China 130012; 3： School of Administration, Jilin Jianzhu University, Changchun, China 130118) |
| Abstract: | In recent years, due to the frequent occurrence of terrorist bombing attacks and explosion, making the the antiknock performance analysis of reinforced concrete structures to become the focus of many domestic and foreign scholars and experts this paper, using the dynamic finite element analysis software LS - DYNA reasonable reinforced concretebeam model, antiknock performance of reinforced concrete beams under different stirrups spacing conditions numerical simulation, and software to calculate the results of a comparative analysis, reinforced concrete structure antiknock research provides a theoretical basis. |
| Keywords: | stirrup spacing antiknock performance finite element |
| 本文献已被 维普 万方数据 等数据库收录！ | |