摘要
为了验证碳纤维拉索在大跨度斜拉桥中的应用可能性,以跨度1400m的钢斜拉桥设计模型为对象,用三维非线性计算理论分析了碳纤维拉索斜拉桥的承载能力、静力抗风特性以及使用荷载作用下的力学行为.通过与同跨度钢索斜拉桥比较,讨论了碳纤维拉索对大跨度斜拉桥静力学特性的影响.分析结果表明,(1)由于拉索没有屈服点,在极限状态下可以分担比较多的竖向荷载,桥梁的极限承载能力有所提高;(2)具有同样的抗风稳定性;(3)在正常使用条件下的最不利压缩应力基本上一致;(4)竖向变形刚度有所下降.
To gain understanding of the applicability of carbon fiber composite cable (CFCC) in long-span bridges, the static behavior and limited strength of long-span cable-stayed bridges with CFCC and that with steel cable were compared by 3D nonlinear analysis. A 1400 m cable-stayed bridge model was used. The results show that, (l) the limited strength of bridge with CFCC is larger than that with steel cable, because CFCC has no yield point and share more load at ultimate state; (2) the static stability of long-span cable bridges with CFCC under wind loading is similar to the steel cable bridges; (3) the maximum compressive stress in the girder is nearly the same for both bridges; (4) the stiffness in-plane under live loading will become small if CFCC is used.
出处
《浙江大学学报（工学版）》
EI
CAS
CSCD
北大核心
2005年第1期137-142,共6页
Journal of Zhejiang University：Engineering Science
关键词
斜拉桥
碳纤维索
极限强度
抗风稳定性
静力特性
Bearing capacity
Carbon fibers
Deflection (structures)
Mathematical models
Numerical methods
Structural analysis
Wind effects
