摘要
采用R.Goodman单元模拟防水层,对复合式隧道衬砌防水层的变形和力学特性进行了数值分析。发现防水层在传递层间力的同时,还传递剪应力,使复合衬砌结构表现出介于叠合梁和单体梁之间的力学特性。
Simulation is conducted of the waterproof tube by using R.Goodman Element and numerical analysis is made of the deformation and mechanics of the waterproof tube of the complex tunnel lining.The tube is found not capable of transmitting intertube stress,but also of transimitting shear stress, thus rendering the complex tunnel lining structure of mechanic properties between those of polybeam and those of single beam.
出处
《西部探矿工程》
CAS
1998年第3期1-3,6,共4页
West-China Exploration Engineering
基金
国家教委博士点基金资