1) the stiffness that is out of the surface
出平面刚度
1.
Through the comparison of the force property of anchor plate under different bolt diameter,bolt spacing,it discusses the relation between anchor plate thickness,bolt diameter and spacing as well as the thickness that should be taken to guarantee the stiffness that is out of the surface of anchor plate.
采用通用有限元分析软件对混凝土后锚固受拉节点进行了模拟计算分析,通过比较不同螺栓直径、螺栓间距的条件下锚板的受力性能,探讨了锚板厚度与螺栓间距、直径的关系以及为保证锚板的出平面刚度应采用的厚度。
2) plane rigidity
平面刚度
1.
Finite element software is adopted to analyze the effect of joint width and strength of joint-filling concrete upon the plane rigidity of the floor.
介绍SP预应力空心板的特点及优越性,用有限元软件分析缝宽度及灌缝混凝土强度对SP预应力空心板楼盖平面刚度的影响规律,并对SPD叠合板性能作了简要介绍。
4) out of plane stiffness
平面外刚度
1.
Some geometric and material variables of laminated composites such as orthotropic parameter,out of plane stiffness,and span to thickness ratio are considered for their influence on behavior of composite plates subject to impact load.
用二维 Lagrange二次单元及三维 8结点非协调单元作为有限元分析的模型 ,研究了正交各向异性参数 ,平面外刚度 ,跨高比等几何和材料参数对层压复合板在冲击荷载作用下动力反应的影响 ;分析了不同参数下层压复合板的破坏模式 ;讨论了二维有限元模型在计算层合板的力学性能时的适用范
5) rigid plane
刚体平面
1.
MD simulations on the interaction between carbon nano-cones and rigid plane;
碳纳米锥与刚体平面作用的分子动力学模拟
6) plane frame
平面刚架
1.
The modes of structural optimum design of plane frames are established based on the component reliability.
建立以重量为目标函数的平面刚架优化模型,对结构进行基于可靠性的优化设计,可靠指标的求解采用JC法,优化算法采用约束变尺度法,最后给出平面刚架计算实例,结果表明了方法的有效性。
2.
The shear forces and the bending moments of the plane frame are computed,and the shear and the moment diagrams are constructed,making use of the relations among the intensity of load,the shear force and the bending moment,and the relations between the load and the internal force at the boundary.
利用荷载集度、剪力和弯矩之间的关系及边界上外荷载与内力的关系 ,计算平面刚架的剪力和弯矩 ,并绘制剪力图和弯矩
3.
Taking the sectional area and the bending moment of inertia as variables for each beam element, the plane frame will possess a stiffness matrix containing parameters.
取平面刚架单元截面面积与抗弯惯矩为变量,采用符号计算软件求解含变量的总刚度阵之逆,从而得到这种意义下的解析解·在微机上编制了通用的程序,计算出了相应的算例
补充资料:JPZ型三向等刚度橡胶减震器
分子式:
CAS号:
性质:JPZ-type tridirective equal rigid rubber mounting 橡胶减震器的一种。具有x、y、z三个方向等刚度、等自震频率。按负荷大小可分为JPZ-1、JPZ-2两种型号。由中央金属芯柱、伞形金属罩及橡胶连接而成,模压法生产。可满足导弹控制仪等设备的隔震和抗冲击要求。
CAS号:
性质:JPZ-type tridirective equal rigid rubber mounting 橡胶减震器的一种。具有x、y、z三个方向等刚度、等自震频率。按负荷大小可分为JPZ-1、JPZ-2两种型号。由中央金属芯柱、伞形金属罩及橡胶连接而成,模压法生产。可满足导弹控制仪等设备的隔震和抗冲击要求。
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