1) elastoplastic block element method
弹塑性块体单元法
1.
In consideration of the complicated geological condition of the Xiangjiaba hydropower station,displacement and stress of the dam body and its foundation were calculated with the elastoplastic block element method.
针对向家坝水电站坝基地质条件的复杂性,采用弹塑性块体单元法计算坝体与复杂基岩的位移和应力,并运用间接法分析坝体与坝基系统的深浅层抗滑稳定性及破坏演变过程,得到在未采取工程加固措施前系统的整体稳定安全度至少有2。
2) finite element method for polycrystals
晶体弹-塑性有限单元法
3) plastoelastic block
弹塑性块体
1.
The experimental result of anti slip stability of dam section 3 # on the left bank of the Three Gorges Dam is analyzed and compared with the calculated result by the plastoelastic block element method.
通过对三峡大坝左岸厂房 3#坝段抗滑稳定试验成果的分析 ,并与用块体单元法计算的结果进行比较 ,可以认为弹塑性块体单元法是一种分析岩体稳定性的较好方法 。
4) block element method
块体单元法
1.
Application of block element method to excavation and reinforcement analysis of Longtan slope;
块体单元法在龙滩边坡开挖与加固分析中应用
2.
Application of elasto-viscoplastic block element method to stability analysis of right abutment slope in Longtan Hydropower Project;
弹粘塑性块体单元法在龙滩水电站右坝肩边坡稳定分析中的应用
3.
Simulating tension crack of rock masses by block element method;
岩体结构拉裂的块体单元法模拟
5) elastic-plastic beam-column element
弹塑性梁柱单元
1.
Structural seismic demands,such as formation of plastic hinge,expansion of plastic zone,plastic rotation and tip displacement,are discussed in detail,and the influence of elastic-plastic beam-column element divisions on the seismic demand is analyzed and compared.
采用弹塑性梁柱单元和弹塑性纤维梁柱单元分别建立桥梁墩柱的两种计算模型,深入讨论了桥梁墩柱在地震作用下,塑性铰形成、塑性区扩展以及塑性转角、墩顶位移等结构需求,针对弹塑性梁柱单元模型中不同单元划分数量对墩柱地震需求的影响也进行了比较分析。
6) elastic-plastic element
弹塑性损伤单元
1.
Examples illustrate that the nonlinear analysis results of RC frame have a satisfactory precision by use of the elastic-plastic element.
基于损伤力学和塑性理论建立了一种弹塑性损伤单元模型,并编制了基于此单元的RC平面框架非线性分析程序DAMAGE2D。
补充资料：半硬壳式弹体(见弹道导弹弹体)
半硬壳式弹体(见弹道导弹弹体)
semi-hard-shelled missile body
bQn yingkeshi dan桩半硬壳式弹体(semi一hard一shelled、ssilebody)见弹道导弹弹体。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条