摘要
探讨了平面及空间非线性有限单元法在预应力锚索加固岩体的研究中的应用，在程序中采用双弹簧单元和空间弹簧单元来模拟锚索和胶结体之间的粘结—滑移特性．提出了“预锚附加应力场”的概念，研究了附加应力场的具体分布形态和影响因素，认为预锚加固作用的实质不仅仅在于提供直接平衡力，更在于加强岩体结构。
Application of 3 D nonlinear finite element method to the study of reinforcing effect of prestressed anchored steel rope is discussed.3 D spring elements are used to describe the coherence and slide between steel rope and concrete.The concept of reinforcing additional stress is introduced,and the feature and influencing factors of the stresses are studied.It is concluded that the prestressed anchored steel rope system not only provides balance force but also reinforces rock structure and improves the state of stress.
出处
《河海大学学报（自然科学版）》
CAS
CSCD
1999年第3期26-29,共4页
Journal of Hohai University(Natural Sciences)
关键词
预应力锚索
岩体加固
有限单元法
FEM
cohesive element
stress distribution
parameter
stability
