1) consolidation yield surface
固结屈服面
2) consolidation yield stress
固结屈服应力
1.
Use of piezocone tests to predict consolidation yield stress and overconsolidation ratio of lagoonal deposit soil;
基于CPTU测试的泻湖相沉积土固结屈服应力和OCR确定方法(英文)
3) consolidation yield stress
固结屈服压力
1.
It has a surprising high strength and high consolidation yield stress although its natural water content is very high.
研究结果表明:当应力水平小于固结屈服应力时,具有强结构性的天然沉积硅藻土的微观孔隙入口孔径分布几乎与应力水平无关,而当外加应力水平达到固结屈服压力时,虽然总体孔隙空间体积几乎与天然沉积状态时一样,但其微观孔隙入口孔径分布则发生显著变化。
4) structural yielding
结构屈服
1.
It indicates that the IASPA procedure provides more superior accuracy in estimating seismic performance structures compared with MPA procedure because it takes into consideration the contributions of higher modes to response and for the redistribution of inertia forces after structural yielding.
结果对于高阶振型影响较小、结构屈服后振动特性变化不明显的低层结构,IASPA法和MPA法得到的结构峰值响应非常相近。
5) yield surface
屈服面
1.
Combination of 3-yield surface model with SMP criterion;
土的三重屈服面应力-应变模型与SMP准则的结合
2.
The simulation of the yield surface of natural sand with experimental data;
由试验数据拟合天然砂土的屈服面
3.
Theory of yield surface and stress strain relation in generalized plastic mechanics;
广义塑性力学中的屈服面与应力-应变关系
6) Yielding surface
屈服面
1.
The unified macro and micro mechanics constitutive model was used to investigate the influence of micro-structural geometry,such as fiber shape and fiber packing array,on the composite initial yielding surfaces under multi-axial loading.
采用宏—细观统一的弹塑性本构模型分析了多轴载荷作用下不同纤维形状、不同纤维排列方式对金属基复合材料初始屈服面的影响。
2.
Standard for the determination of the least favourable direction of ground motion for bridge is established using the yielding surface function proposed by Bresler.
首先利用Ｂｒｅｓｌｅｒ建议的屈服面函数形式作为地震动最不利输入方向的标准，然后由反应谱法确定截面内力（弯矩），并按ＳＲＳＳ法组合，再引入莫尔圆来确定地震动最不利输入方向和截面内力最大值。
补充资料：固结
1.牢固团结。 2.凝结;郁结。
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