1) infinite domain element
无界单元
1.
The image of an infinite domain element, obtained by means of an affine transformation, is the reference element.
对无界单元作仿射变换，其映像为参考单元。
2) Boundary element-free method
边界无单元法
1.
The spline boundary element-free method for reinforced concrete plate;
钢筋混凝土板分析的边界无单元法
2.
Reproducing kernel particle boundary element-free method for elasticity;
弹性力学的重构核粒子边界无单元法
3.
Combining the element-free method and the boundary integral equation method for bending problem of thin plate,a boundary element-free method without singular integration is presented by using non-singular fundamental solution to establish the boundary integral equation.
将无单元法与薄板弯曲问题的边界积分方程方法相结合,用非奇异基本解建立边界积分方程,提出了无奇异积分的边界无单元法。
3) boundary point interpolation mesh-free method
边界点插值无单元方法
4) boundary nodes type mesh-free method
边界点型无单元方法
5) infinite element
无界元
1.
Formulas of infinite element with 6 nodes are presented; and an object-oriented geotechnical infinite element (IE)-finite element (FE) coupling software based on Windows is designed by combining VC + + with Matlab.
推导了六节点无界元的相关公式,并采用VC++和Matlab混合编程的手段,设计了基于Windows操作平台的面向对象的有限元与无界元耦合分析软件。
2.
A coupling finiteinfinite element method is proposed to calculate the stress and deformation of pilesubsoil coupling systems under large deflection.
提出了用有限元 无界元耦合的方法计算大变形条件下桩 土耦合体系的应力和变形。
6) interface element
界面单元
1.
The glue material between two laminas is modeled by using traction-separation-based interface elements.
针对铺层板的层内损伤,在采用应变描述的Hashin失效准则的基础上,建立了单层板的逐渐累积损伤本构模型;针对铺层板的层间脱层损伤,使用界面单元模拟层间粘接区域,在采用力与相对位移表示的材料模型的基础上,建立了各向同性脱层损伤模型,通过结合传统的应力失效准则和断裂力学中的能量释放率准则定义界面损伤演化规律。
2.
An interface element based on the cohesive zone model is employed to simulate the fiber/matrix interface in composite.
推导了一种基于内聚力模型无厚的界面单元，用来模拟复合材料纤维与基体之间的界面层。
3.
The model includes a special interface element, which is used to simulate the thin epoxy adhesive layer of the plate-bonded beam and which allows for the peel failure at the plate cut-off zone and or in the vicinity of flexure and shear cracks.
该模型中采用了一种特殊的、具有剥离破坏功能的界面单元来模拟混凝土梁和外粘钢板之间的粘结层,这种剥离破坏主要发生在粘贴钢板端部区域和弯曲、剪切裂缝附近。
补充资料：发光地寄色界无色界天乘
【发光地寄色界无色界天乘】
谓三地菩萨，明修八禅定行，同于色界四禅，无色界四空处，故云发光地寄色无色界天乘。（八禅定者，色界、无色界各四禅定也。四禅者，初禅、二禅、三禅、四禅也。四空者，即空处、识处、无所有处、非非想处也。）
谓三地菩萨，明修八禅定行，同于色界四禅，无色界四空处，故云发光地寄色无色界天乘。（八禅定者，色界、无色界各四禅定也。四禅者，初禅、二禅、三禅、四禅也。四空者，即空处、识处、无所有处、非非想处也。）
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