广东工业大学学报 ›› 2019, Vol. 36 ›› Issue (04): 85-91.doi: 10.12052/gdutxb.180180
禹智涛, 潘浩, 贺绍华
Yu Zhi-tao, Pan Hao, He Shao-hua
摘要: 采用后张预应力连接的节段拼装桥墩具有施工工期短、对环境影响小、质量易保证等优点,但至今其力学性能尚不明确.为了获得一个具有良好力学性能的预应力轴压比值,本文以一节段拼装桥墩为原型,设计了5种节段拼装桥墩方案,利用ABAQUS建立了实体有限元模型并进行模拟计算.将模拟结果与既有试验结果进行比较,验证了该模拟方法的正确性.分析对比了不同预应力轴压比对节段拼装式桥墩的力学性能的影响,结果表明轴压比在10%~20%的结构拥有较好的力学性能.研究为节段拼装桥墩的设计提供一定的参考.
中图分类号:
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