1) double spring element
双弹簧单元
1.
The plastic damage cracking model of concrete was used to stimulate the reinforced concrete slab in Satish C Jain experiment by the introduction of the double spring element for stimulating the bond slip interaction between steel bar and concrete.
应用混凝土塑性损伤开裂模型,引入双弹簧单元来模拟钢筋-混凝土的粘结滑移作用,对Satish C Jain试验的钢筋混凝土板进行数值模拟,并将模拟结果与试验结果作了对比。
2) spring element
弹簧单元
1.
51 environment, the contacting rigidity between slide block and linear guideway was simulated with spring elements, the finite element model of the machine tool was set up, and the static rigid.
51环境中,用弹簧单元来模拟滑块与直线导轨的接触刚度,建立了机床的有限元模型,并对其静刚度进行了分析。
2.
Spring element was used to simulate main bearing in order to match reality more exactly.
在计算中充分考虑主轴承刚度对曲轴应力的影响,采用弹簧单元模拟轴承支承,更接近实际情况。
3.
Moreover,rotational spring elements and axial spring elements were used in the FEM analysis to simulate the semi-rigidity of joints and the connection stiffness.
采用通用有限元软件ANSYS对试验中的脚手架体系建立三维杆系计算模型,考虑材料的弹塑性及结构的几何非线性,进行非线性极限承载力分析;并引入转角弹簧和轴向弹簧单元分别模拟梁柱节点半刚性以及支撑与节点的连接刚度,通过改变弹簧单元的刚度对整个结构进行参数分析,得到与试验结果较吻合的数值分析模型。
3) hyperbolic nonlinear spring element
双曲线非线性弹簧单元
1.
The finite element method analysis model of the underground diaphragm wall is established based on the hyperbolic nonlinear spring elements to simulate the interaction between the wall and the foundation soil,in which different soil strata effects and many construction factors can be considered.
采用双曲线非线性弹簧单元模拟周围地基土与地下连续墙之间的相互作用,考虑土多层分布以及施工因素等影响,建立地下连续墙的有限元数值计算模型,计算开挖过程中地下连续墙变形、内力、支撑内力、墙侧土压力变化及分布情况。
4) Two-direction spring element
双向弹簧元
5) Multi-spring Element
多弹簧单元
6) soil spring element
土弹簧单元
补充资料：双[1-(4-二甲氨基)苯基2-苯基1,2-二硫代乙烯合镍]
分子式：
CAS号：
性质：紫黑色单斜晶体。熔点277～278℃。溶于苯、甲苯、三氯甲烷等大多数有机溶剂。红外频率υ(C＝S)1190、1165、1140cm-1,红外频率υ(S-C-C-S)880cm-1。由对二甲氨基安息香、五硫化二磷在二噁烷(二氧六环)中反应后,加入镍(Ⅱ)盐溶液制得。用作光学非线性材料。
CAS号：
性质：紫黑色单斜晶体。熔点277～278℃。溶于苯、甲苯、三氯甲烷等大多数有机溶剂。红外频率υ(C＝S)1190、1165、1140cm-1,红外频率υ(S-C-C-S)880cm-1。由对二甲氨基安息香、五硫化二磷在二噁烷(二氧六环)中反应后,加入镍(Ⅱ)盐溶液制得。用作光学非线性材料。
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