摘要
通过引入应变率强化因子、损伤弱化因子和预应力强化因子,并分析它们对预应力混凝土强度的影响,建立了一个单轴受拉动态本构模型用于描述PHC桩在冲击载荷作用下的冲击特性.对比了试验结果与该模型的数值模拟结果,结果表明:模型预示结果在变形趋势上符合很好,在数值精度上与试验结果符合良好.本成果可为振动沉桩过程中控制振动锤参数提供依据,能有效防止因拉应力过大而导致PHC桩被拉断的事故.
Based on the strain rate enhancement factor,damage weakening factor and pre-stressed enhancement factor,this paper has analyzed their impact on the strength of pre-stressed concrete and established a uniaxial tensile dynamic constitutive model which is used to describe the impact properties of PHC piles under impact load.The model simulation results were compared with the experimental results,which shows that the results indicated by this model is good agreement with the deformation trend and agreement with the experimental results in numerical accuracy.The results of this paper can provide the basis for controlling the vibration parameters in the process of vibrating pile.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
北大核心
2011年第1期13-17,共5页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
基金
国家863项目高技术研究发展计划资助项目(2003AA430200)
关键词
PHC桩
预应力混凝土
损伤
单轴受拉
动态本构模型
PHC piles
Pre-stressed concrete
damage
uniaxial tension
dynamic constitutive model
