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| 花瓶式开口墩柱空间有限元分析及设计 | |
| 引用本文： | 刘俊,陈明贵,杨敏,冯克岩. 花瓶式开口墩柱空间有限元分析及设计[J]. 城市道桥与防洪, 2011, 0(6): 95-98,316 |
| 作者姓名： | 刘俊 陈明贵 杨敏 冯克岩 |
| 作者单位： | 刘俊,Liu Jun(深圳市建筑工务署,广东深圳,518031);陈明贵,杨敏,冯克岩,Chen Minggui,Yang Min,Feng Keyan(天津市市政工程设计研究院,天津市,300051) |
| 摘 要： | 花瓶式开口墩柱墩帽受力较为复杂,采用传统的截面内力设计方法不再适用。通过有限元模型,考虑钢筋和混凝土开裂效应,较为真实地模拟了结构受力状态,并指导结构设计,对类似工程设计具有参考和借鉴意义。 |
| 关 键 词： | 花瓶式开口墩柱 截面内力 混凝土开裂 分离式钢筋模型 整体式钢筋模型 |
Finite Element Analysis and Design of Vase-opening Pier Column Space |
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| Liu Jun,Chen Minggui,Yang Min,Feng Keyan. Finite Element Analysis and Design of Vase-opening Pier Column Space[J]. Urban Roads Bridges & Flood Control, 2011, 0(6): 95-98,316 | |
| Authors: | Liu Jun Chen Minggui Yang Min Feng Keyan |
| Affiliation: | Liu Jun,Chen Minggui,Yang Min,Feng Keyan |
| Abstract: | The vase-opening pier column and pier cap are stressed complexly.The traditional sectional inner force design method is not suitable for use.The steel bar and concrete crack effects are considered by the finite element model,which more truly simulate the stress status of structure and instruct the structural design able to be referred for the similar projects. |
| Keywords: | vase-opening pier column sectional inner force concrete crack separated reinforced model integrated reinforced model |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |