摘要
本文用摄动法求解椭圆形巷道的弹塑性问题,假设材料是符合库仑屈服条件的理想弹塑性体,在巷道面附近有一环状区域已进入塑性状态。本文给出考虑二阶微小量修正的应力及弹塑性交界线的解析表达式,最后在算例中,对巷道围岩的塑性区形状及受力特征进行了定性定量分析。
This paper calculates the elasto-plastic problem of elliptical tunnelwith perturbation methods. It is supposed that material is ideally elasto-plastic according with Coulomb yielding critcrion and an annular region around tunnel has entered plastic yield. This paper gives analytical expressions of the stress, and elasco-plastic interface when second step small amount is concerned. In last examples, mechanical characteristic of the plastic region form and tunnel form isdiscusscd ualitatively and quantitatively.
出处
《工程力学》
EI
CSCD
1990年第2期93-102,共10页
Engineering Mechanics
关键词
巷道
椭圆形
摄动法
弹塑性
perturbation methods, elliptial tunnel, elasto-plastic