Finite element wodel of a beam(Euler-Bernollia- governing eQuations

cmaulenon o isoparametRic elemets (Bathes book Consider the uadriltersd denat shown in the 8oc nodd coordinates

The finite element method(I for three-diwnensional robles Potential enery applied to one eleet

Numerical integration Consider He 4-D integral =+(s 1 Seek n-point apploxiwisfions G~2M =1 are the weights and

How many zero eigenvalues do you think any element stiffness matrix (regardless of the type of finite element nterpolation should have in 2D and 3D, respectively?

By looking at the potential energy of an element, what can you conclude about the properties required for the basis functions of an euler -bernoulli beam element? They should be differentiable twice

2.1系统的初步调查 2.2可行性研究 2.3实验

7.1原型开发方法 7.2面向对象开发方法 7.3标准建模语言(UML)简介 7.4A开发方法

《信息系统分析与设计》课程教学资源（教学大纲）

not repeated in the same additive term where the index appears. Free means that the index represents all the values in its range Latin indices will range from 1 to, (i,j, k