| CRCP荷载应力有限元模型分析 |
| |
| 引用本文： | 任雪松,姚博,周超. CRCP荷载应力有限元模型分析[J]. 山西建筑, 2010, 36(28): 280-282 |
| |
| 作者姓名： | 任雪松 姚博 周超 |
| |
| 作者单位： | 1. 重庆市渝通公路工程总公司,重庆,400060
2. 重庆纳川工程技术有限公司,重庆,401120 |
| |
| 摘 要： | 根据连续配筋混凝土路面混凝土和钢筋实际受力、变形特点，建立了有限元模型进行研究，计算并分析了板宽、板厚、地基模量、混凝土模量、配筋率五项指标对CRCP板荷载应力的影响趋势，确定了不同裂缝间距情况下，临界荷位的判定依据。
|
| 关 键 词： | 连续配筋 荷载应力 有限元模型 |
An analysis on the FE model of loading stress of CRCP |
| |
| REN Xue-song,YAO Bo,ZHOU Chao. An analysis on the FE model of loading stress of CRCP[J]. Shanxi Architecture, 2010, 36(28): 280-282 |
| |
| Authors: | REN Xue-song YAO Bo ZHOU Chao |
| |
| Affiliation: | REN Xue-song YAO Bo ZHOU Chao |
| |
| Abstract: | According to the practical stress and deformation characteristic of concret and reinforced bar on the continuously reinforced concrete pacement, it builds the FE model to study. Calculating and analyzing the effect tendency to loading stress of CRCP by five index of plate width, plate thickness, ground modulus, concrete modulus, reinforcement ratio. Determination the frame aseismic grade of critical load position at different cracking space situation. |
| |
| Keywords: | continuously reinforcement loading stress FE model |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
