| 黄从俊.基于塑性理论的钢-混凝土组合连续梁桥柔性连接件分析方法[J].安徽建筑大学学报,2015,23(2):20-22 |
| 基于塑性理论的钢-混凝土组合连续梁桥柔性连接件分析方法 |
| Analysis method of flexible connectors in composite steel-concrete continuous bridges based on the plasticity theory |
| |
| DOI：10.11921/j.issn.2095-8382.20150204 |
| 中文关键词: 钢-混凝土组合梁 连续梁桥 可变荷载 偶然荷载 柔性连接件 塑性理论 剪力流 |
| 英文关键词: composite steel-concrete beam continuous bridge variable load accidental load flexible joint plasticity theory shear flow |
| 基金项目:安徽省建设行业科学技术计划项目（2014YF-11） |
|
| 摘要点击次数: 8170 |
| 全文下载次数: 0 |
| 中文摘要: |
| 针对钢-混凝土组合梁剪跨区内均匀配置柔性剪力连接件数量的局限性，分析了基于塑性理论的可变荷载或偶然荷载作用下组合连续梁桥剪跨区交界面的剪力作用机理，提出组合连续梁桥的剪力连接件配置数量和方式应依据剪跨区重叠段的剪力上限值确定，研究结果弥补了相关规范的不足。 |
| 英文摘要: |
| In view of the defect of uniform flexible shear connectors within per shear-span district in composite steel-concrete beams, based on the plasticity theory, the mechanism of shear effect on the interface of composite steel-concrete continuous bridges under variable loads or accidental loads were analyzed. It was put forword to that the allocation quantities and modes of flexible shear connectors in composite steel-concrete continuous bridges should be decided by the upper limit shearing force of the repeat shear-span districts, which makes up for the defects of related standards. |
|
查看全文
查看/发表评论 下载PDF阅读器 |
| 关闭 |
