涂忠仁,尹健,荣耀. 动力荷载作用下预应力混凝土靠船桩变形性能理论及数值分析[J]. 水利水运工程学报, 2008, (4).
引用本文: 涂忠仁,尹健,荣耀. 动力荷载作用下预应力混凝土靠船桩变形性能理论及数值分析[J]. 水利水运工程学报, 2008, (4).
TU Zhong-ren,YIN Jian,RONG Yao. Theoretical and numarical analyses of deformation property of prestressed berthing pile under dynamic load[J]. Hydro-Science and Engineering, 2008, (4).
Citation: TU Zhong-ren,YIN Jian,RONG Yao. Theoretical and numarical analyses of deformation property of prestressed berthing pile under dynamic load[J]. Hydro-Science and Engineering, 2008, (4).

动力荷载作用下预应力混凝土靠船桩变形性能理论及数值分析

Theoretical and numarical analyses of deformation property of prestressed berthing pile under dynamic load

  • 摘要: 结合靠船桩工作特点,提出了考虑内外阻尼效应的靠船桩动力理论分析方法,并采用数值分析手段,分析了动力荷载作用下混凝土强度、初始预应力及荷载作用位置对预应力混凝土靠船桩变形、抗裂性能的影响.结果表明,高强度混凝土靠船桩受预应力水平影响大,但当高初始预应力与低荷载作用位置组合时,混凝土等级变化对靠船桩极限变形能力影响较小;预应力混凝土靠船桩开裂荷载与荷载作用位置关系密切,当荷载作用位置较高时,桩身开裂后很快就丧失承载能力而发生破坏;初始预应力水平对低强度混凝土(C50)靠船桩的极限变形能力影响小,而对等级较高混凝土(C60、C70)靠船桩极限变形能力影响较大.

     

    Abstract: Considering berthing pile working characteristic,a theoretical analysis equation including interior and exterior damp effects is proposed in this paper.Influence of concrete strength together with initial prestress and load-location on the deformation property and anti-crack property is studied by use of numerical calculation method.Research results show that the deformation property of the berthing pile with high concrete strength can be more easily influenced by initial prestress,and that concrete strengt...

     

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