elastic stage造句
例句与造句
- The results from formulas in the paper can agree better with the fem and test results in the elastic stage of composite beams
用本文提出的各计算公式算得的结果与试验和有限元分析结果吻合良好。 - Based on shear stress - strain relation of soft soil , an approximate solution to the coefficient of subgrade reaction in elastic stage is proposed
在对软土流变研究的基础上，采用抗剪强度折减的方法在基坑工程中考虑流变的影响。 - 3 ) according to test study and theoretical analysis , the paper suggested different mechanical models for different stages . ( 1 ) elastic stage
3 )在试验研究及理论分析的基础上，提出了墙体在不同阶段所采取的力学模型以描述剪切型破坏墙体的全过程受力特点。 - Thus the numerical analysis testifies that the service stages of the pre - stressed and hollow concrete slabs with mid - strength spiral - ribs steel wires can also be separated to the elastic stage , cracking stage and failure stage
数值分析程序验证了中强螺旋肋钢丝预应力混凝土空心板的工作阶段也可分为弹性工作阶段、带裂缝工作阶段和破坏阶段。 - Solid65 element in ansys software was used to analyze and simulate these beams , a comparative agreement between theory and experiment on elastic stage was found . but more researches need further to make on plastic stage
此外，用ansys有限元软件的solid65单元进行数值仿真，计算结果同试验结果进行比较，发现弹性阶段两者吻合得比较好，但在塑性阶段还有待于进一步开展研究。 - It's difficult to find elastic stage in a sentence. 用elastic stage造句挺难的
- Stress decreases rock seepage character in elastic stage , while erosion damage increases it . under some conditions , the influence of stress to seepage may be shielded by erosion damage . obtaining the distribution of seepage field , tunnel external water pressure can be calculated in two ways : 1
高应力使裂隙闭合，一般是降低岩体的渗透性，而水化水力损伤则增加岩体渗透性，在腐蚀损伤发育到一定阶段，应力对渗透性的这种影响则可能会被屏蔽。 - On the basis of theory analysis , we have set up the ideal mode of high toughness and strength lightweight aggregate concrete , which sets an important basis for the designation , preparation and produce of hslc , and we also set up the brittleness destruction model of high - strength lightweight aggregate according to many experimental data . the course of hslc ' s destruction includes four stages : elastic stage of line , strengthening stage , stage of falling of stress and soften stage
通过实验分析了高强轻集料混凝土脆性的影响因素：水胶比、砂率、胶凝材料组成和轻集料种类，以及它们与高强轻集料混凝土脆性之间的关系；在实验和理论分析的基础上，建立了高强轻集料混凝土的理想模型，为设计、制备和生产高强高韧性轻集料混凝土提供了理论依据。 - According to the bearing capacity , rigidity , failure mode and deformation capcacity , the paper put forward four - line restoring force style of multi - ribbed slab . through multiple experment date compare , the paper concluded the reduction factor of rigidity of other stage to elastic stage
根据密肋复合墙板的承载力、刚度以及破坏模式与变形性能，提出了密肋复合墙板的四线型恢复力模型，在此基础上根据多次试验数据拟和进而得出其它各阶段的刚度相对于弹性刚度折减系数。 - Erosion damage decreases rock load area , after defining damage variable , the damage stress in rock can be calculated by the method bring forward by lemaitre conveniently . for surrounding rock of a deep buried tunnel under the condition of drained , its seepage character is not only controlled by the high stress in rock , but also influenced by the development of erosion damage . in the whole course of rock " s deformation and failure , its seepage character decreases with the increment of stress in elastic stage , while " increases with the development of failure
岩样中全应力?应变三轴渗透试验过程中的典型表现为随着应力的增加，岩体内的空隙和裂纹受载闭合，渗透性降低，应力达到一定阈西南交通大学鹰士研究生学位论文第11页值后，岩体内部裂纹发生扩展和归并，渗透性增强；同样，地下水的动、静压力作用对裂纹的扩展和归并也起着促进作用。 - 8 ) the paper , according to test simulation and theoretical computation , suggested a retrogressive qua - linear restoring force model , proposed possible failure modes under earthquakes and the reasonable failure mode , probed aseismic design method , and advised detail requirements . the originality of the thesis lies in : 1 ) to establish different mechanical models for different stages . during elastic stage , the wall was equaled to an elastic composite slab
8 )根据试验拟合和理论计算，给出了墙体的退化四线型恢复力模型;提出了密肋复合墙体在地震作用下可能发生的破坏模式和合理的破坏模式;结合抗震控制设计思想，探讨了密肋复合墙体的抗震设计方法，并提出了保证结构计算模型简化及增强结构整体性能的施工构造要求。 - The wall was equaled to a beam - hinged frame . furthermore , the paper proposed a rigidity formula of continuous function based on damage theory . 4 ) on the basis of previous study on elastic stage , the paper put forward two orthotropic composite material models , twice reinforced model and bi - reinforced model , and also a simplified isotropic material model for engineering
4 )结合课题组前期的研究成果，就墙体在弹性阶段的复合材料问题，提出两种正交各向异性复合材料计算模型：二次单向纤维加强模型和双向纤维加强模型，并在此基础上，给出了适于工程计算的各向同性墙体简化材料模型。