摘要
根据复合桩的成桩方法和结构组成特性,利用复合材料力学理论和弹性力学方法,研究了该类桩体复合材料的本构模型并推导了相关参数的计算公式.初步分析表明,复合桩具有良好的承载性能.
Based on the formatting method and structural characteristics of composite pile, and combined the relative theory of composite mechanics and elastic mechanics, the mathematical models and formulas of the composite pile for calculating elastic parameters were established here. The calculated results showed that the composite pile has good load bearing capacity.
出处
《宁夏大学学报（自然科学版）》
CAS
北大核心
2005年第1期41-44,共4页
Journal of Ningxia University(Natural Science Edition)
基金
宁夏教育厅科研基金资助项目(2001105)
关键词
复合桩
本构模型
弹性参数
承载能力
composite pile
constitutive relationship
elastic constant
load bearing capacity
