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拉挤成型GFRP组合桥面设计研究
引用本文:王春苗,倪章军,李建中.拉挤成型GFRP组合桥面设计研究[J].桥梁建设,2007(1):57-59,63.
作者姓名:王春苗  倪章军  李建中
作者单位:1. 东南大学土木学院,江苏,南京,210096
2. 广州市新光快速路有限公司,广东,广州,510230
3. 同济大学桥梁系,上海,200092
摘    要:对拉挤成型GFRP桥面板各项宏观力学性能进行分析,探讨将其等效为总体正交异性板的各个等效力学参数的取值,并通过有限元数值模拟对等效方法进行验证。对于GFRP组合桥面系统,通过对不同边界条件进行分析,确定了其计算模式。最后,提出刚度控制设计时拉挤成型GFRP组合桥面在横GFRP简支组合梁桥轴线方向上的设计挠度标准及此类桥面系统的设计方法。

关 键 词:桥面板  组合结构  计算方法  设计标准
文章编号:1003-4722(2007)01-0057-03
修稿时间:2006-07-04

Design and Research of Pultruded GFRP Composite Deck
WANG Chun-miao,NI Zhang-jun,LI Jian-zhong.Design and Research of Pultruded GFRP Composite Deck[J].Bridge Construction,2007(1):57-59,63.
Authors:WANG Chun-miao  NI Zhang-jun  LI Jian-zhong
Institution:1. College of Civil Engineering, Southeast University, Nanjing 210096, China; 2. Guang zhou Xinguang Rapid Road Co., Ltd., Guangzhou 510230, China; 3. Department of Bridge Engineering, Tongji University, Shanghai 200092, China
Abstract:This paper analyzes various macro mechanical properties of the pultruded GFRP composite deck slab,discusses the values of each equivalent mechanical parameter of the deck slab that has been equalized as a generally orthotropic slab and verifies the method for equalizing the slab by finite element numerical simulation.For the GFRP composite deck system,the paper further determines its computation modes on the basis of analysis of different boundary conditions and finally,proposes the design deflection criterion for the pultruded GFRP composite deck transverse to the axis of the simply-supported GRFP composite girder bridge when the rigidity control design is applied and also the design method for the type of the composite deck system.
Keywords:deck slab  composite structure  computation method  design criterion  
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