| 钢纤维混凝土桩基厚承台承载力计算方法分析 |
| |
| 引用本文： | 谷倩,张光辉,彭少民. 钢纤维混凝土桩基厚承台承载力计算方法分析[J]. 武汉理工大学学报, 2003, 25(6): 39-42 |
| |
| 作者姓名： | 谷倩 张光辉 彭少民 |
| |
| 作者单位： | 武汉理工大学 |
| |
| 基金项目： | 国工程建设标准化协会《纤维混凝土结构技术规程》编制项目资助 (98- 4 5 1) |
| |
| 摘 要： | 根据承台试验和三维非线性有限元计算结果，提出了适宜进行厚桩基承台传力机理分析的计算模型。并结合文献[1]公式，按该模型的传力方式提出了钢纤维混凝土桩基厚承台承载力的简化计算方法。
|
| 关 键 词： | 钢纤维混凝土 桩基厚承台 拉杆拱模型 桁架模型 承载力 |
| 文章编号： | 1671-4431(2003)06-0039-04 |
| 修稿时间： | 2003-01-20 |
An Improved Design Method for Steel Fiber Reinforced Concrete Piles Cap |
| |
| Gu Qian Zhang Guanghui Peng Shaomin. An Improved Design Method for Steel Fiber Reinforced Concrete Piles Cap[J]. Journal of Wuhan University of Technology, 2003, 25(6): 39-42 |
| |
| Authors: | Gu Qian Zhang Guanghui Peng Shaomin |
| |
| Affiliation: | Gu Qian Zhang Guanghui Peng Shaomin |
| |
| Abstract: | Through concluding the 3D nonlinear finite element computing results and experimental study achievements, the spatial tie arch model and truss model of piles cap are advanced here. With the proposed formula in Specification for Design of Reinforced Concrete Pile Caps (CECS88:97) for reference, a simplified method for SFRC piles cap calculation is also promoted in terms of the load transferred model of cap. |
| |
| Keywords: | steel fiber reinforced concrete piles cap spatial tie arch model truss model bearing capacity |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
