| 驳接式玻璃板面内受剪承载性能有限元分析 | |
| 邓晓蔚 ; 石永久 ; 王元清 ; DENG Xiao-wei ; SHI Yong-jiu ; WANG Yuan-qing | |
| 2010-07-19 ; 2010-07-19 | |
| 关键词 | 驳接式玻璃幕墙 有限元方法 面内受剪 偏心支承 overlap-connected glass curtain wall FEA method shear in plane eccentric support TU382 |
| 其他题名 | FEA analysis on the in-plane shear capability of glass panel with overlap-connector |
| 中文摘要 | 针对国内兴起的驳接式玻璃板的抗剪承载力进行了有限元分析。着重研究了两种类型的驳接件—空心和实心驳接件,以及对两种支承方式—接触支承和偏心支承下玻璃板受力性能的特点进行了分析。研究表明:玻璃板在面内剪力作用下的破坏形式是局部受压破坏。分析了不同参数对玻璃板最大应力的影响,对面外受弯和面内受剪情况下的最大应力的控制因素进行了比较,为制定规范公式提供了依据。; The in-plane shear capability of glass panel with overlap-connector that just prospers at home is analyzed by FEA method.The study focuses on the glass panel with two typical overlap-connectors,solid and hollow connector,under both contact support and eccentric support.The paper demonstrates that glass panel is likely to fail due to large local compression under eccentric support,makes parametric analysis on the maximum stress of glass panel,and compares the controlling factors of glass panel under both bending out of plane and shear in plane,providing reference for the formula in the design code. |
| 语种 | 中文 ; 中文 |
| 内容类型 | 期刊论文 |
| 源URL | [http://hdl.handle.net/123456789/76914]  |
| 专题 | 清华大学 |
| 推荐引用方式 GB/T 7714 | 邓晓蔚,石永久,王元清,等. 驳接式玻璃板面内受剪承载性能有限元分析[J],2010, 2010. |
| APA | 邓晓蔚,石永久,王元清,DENG Xiao-wei,SHI Yong-jiu,&WANG Yuan-qing.(2010).驳接式玻璃板面内受剪承载性能有限元分析.. |
| MLA | 邓晓蔚,et al."驳接式玻璃板面内受剪承载性能有限元分析".(2010). |
| 个性服务 |
| 查看访问统计 |
| 相关权益政策 |
| 暂无数据 |
| 收藏/分享 |
除非特别说明，本系统中所有内容都受版权保护，并保留所有权利。
修改评论