plastic zone造句

• The material in the large plastic zone has been hardened .
  在大塑性区内材料已经硬化。
• the plastic zone will be toroidal with a volume of 2πaπ(rather than bπ).
  塑性区是体积为2a（不是B）的圆环。
• Based upon the near crack-tip elastic analysis, estimates of the size and shape of the plastic zone will be developed .
  根据裂纹尖端附近的弹性分析，来估计塑性区的形状和大小。
• Crack tip plastic zone of type cracks for concrete structure
  型裂纹裂尖塑性区研究
• Plastic zone affected by crack tip curvature
  裂尖曲率对裂纹前缘塑性区的影响
• The continuous plastic zone is coming in the man - made slope
  边坡未出现连续的塑性分布区。
• Study on pillar ' s plastic zone based on elasto - visco - plastic theory
  煤柱塑性区的弹粘塑性理论分析
• Effect of plastic zone around crack - tip and its criterion in fracture fault analysis
  断裂故障研究中裂尖塑性区的影响及处理原则
• The paper drew the conclusion of the mode of deformation and the value of internal force and the distribution of plastic zone after processing the data
  在国外，张拉整体桁架结构更是以其无法替代的优势而被大量应用于飞机维修库房。
• Abstract : based on the research of plastic zone development regularity in excavation of deep / large foundation trench , different excavation method should be adopted depending upon their particular conditions
  文摘:在研究深大基坑开挖施工中塑性区发展规律的基础上，可针对不同条件的基坑，采用不同的开挖方式。
• To analyze fem plastic zone graph not only can estimate the collapsing scope but also can prove that when the nether part of some landslide bodies collapse , the landslide bodies probably slide entirely
  通过有限元塑性区分析不但能够估计出可能的塌角范围，而且可以看出个别滑体在塌角的同时有可能产生整体滑动。
• ( 3 ) according to the analysis to the multi - hole model of blasting , the speed of expansion of plastic zone has nothing to do with the quantity of loading basically , and determined by the material physical property of the rock
  ( 3 )通过多孔爆破模型分析得出，塑性区的扩展速度与荷载大小无关，而由岩体的材料物理性质所决定。
• After excavation , the slope is stable on the whole , because there are not distributions of the plastic zone inside the slope , the slide on a large scale will not take place because of the damage in the deep earth
  边坡开挖卸荷后，在边坡的内部没有形成危及边坡稳定的塑性区分布形式，不会出现由于深层破坏而产生的大规模滑动。
• At the same time the new method ascertaining the location of the critical sliding surface of slope is presented in this paper according to the plastic zone graph at the time of land slide body sliding
  在用有限元强度折减法求解边坡稳定安全系数的同时，文中提出了一种利用滑坡体破坏时刻的塑性区图确定边坡临界滑动面的方法。
• The collapsing scope of bank accumulation body of zipingpu reservoir in national highway 213 which caused by the sharply falling of water level of zipingpu reservoir is estimated according to the fem plastic zone graph
  根据有限元法得出的塑性区图，对紫坪铺水库蓄水后水位骤降可能引起213国道紫坪铺库区库岸堆积体的坡角坍塌范围进行了估计。
• To uniform soil condition , the p - ~ s settlement curve of the center point at the bottom of the shallow " foundation and the different depth of the soil plastic zone in different load grade and the ultimate bearing capacity of the foundation are analyzed
  对均质地基情况，分析了基底中心点的p s沉降曲线、不同等级荷载下塑性区开展的不同深度情况及地基的极限承载力。
• Based on unified strength theory , the boundary line equation of surrounding rock mass plastic zone under non - uniform stress field was deduced , and it can be used to pre - estimate the dimensions and shapes of underground tunnel ' s plastic zone with different coefficients of horizontal pressure
  摘要基于统一强度理论，推导出非均匀应力场的巷道围岩塑性区边界线方程式，可用于预测不同侧压系数时地下深埋隧洞的塑性区大小及形状。
• Based on the simplified structure of rock mass , three - dimensional finite element numerical modeling technique is used to analyze systematically the distribution features of filed , strain field and plastic zone in the surrounding rock mass of the underground cavities after the excavation
  在岩体结构模型概化的基础上，采有三维有限元数值分析方法，系统研究了大跨度、高边墙地下洞室群开挖完成后围岩的二次应力场、变形场和塑性破坏区的变化特征。
• In this arithmetic , the objective function is modified gradually by distinguishing the rigid zone and plastic zone before carry through more calculation , in order to obtain the optimal solution of the programs . the convergence of the algorithm is also shown in this paper
  基于最优化理论及其求解方法，提出了一种求解塑性极限载荷的直接迭代算法，通过逐步识别刚性区和塑性区，不断修正目标函数，以逐步求得问题的最优解，论文证明了该优化算法的收敛性。
• Non linear static & dynamic finite element procedure is adopted for the true emulation of the four typical geologic profiles of the dam , and imitates to compute the each stage deformation and stress distribution from the dam fill to full water run and during the 7 degree seismic intensity , the article also imitates to compute the response to earthquake force , the excess vibration pore water pressure distribution and permanent deformation , predicting the occurrence possibility of the crac ^ plastic zone and earthquake liquefaction
  采用非线性静、动力有限元分析程序对围坝的4个典型剖面进行了静、动力仿真模拟，模拟计算了坝体自填筑至蓄水运行和发生7地震各阶段坝体及坝基的变形以及应力分布，地震应力响应和地震引起的超静振动孔隙水压力分布以及永久变形。判断了坝体和坝基中出现裂缝、塑性区以及地震液化的可能性。