The reaction on the left end is not exact because 1. The order of interpolation is too low, a higher order of interpolation would give the right reaction 2. The distributed load attributed to node one does not ke it into the solution

第一节 系统分析的主要目标和活动 第二节 结构化系统分析方法和工具 第三节 系统分析阶段各项活动的内容 第四节 系统分析中的信息收集 第五节 结构化信息系统分析实例

The finite element method In FEMi we derale finite element equations fro PVD swe- SWe and obtained: K0=R:=4…n waere n:number of element nodal p Ue: elenent nodal displace ents

第一节 基于WEB的信息系统开发概述。 第二节 基于WEB的信息系统软件运行环境。 第三节 基于WEB的信息系统开发技术。 第四节 基于WEB的信息系统安全。 第五节 基于WEB的信息系统开发工具。 第六节 基于WEB的信息系统的发展。 第七节 远程销售管理系统开发案例

16.21 Techniques of Structural Analysis and sig Spring 2003 Unit #1 In this course we are going to focus on energy and variational methods for structural analysis. To understand the overall approach we start by con- trasting it with the alternative vector mechanics approach

A Cauchy stress component at a given(fixed) point P of a structure in equilibrium under the action of external loads is defined when 1. the direction of the face on which the stress component acts is specified 2 the direction of the force from which the stress component is derived is specified None of the above statements

How can the paradox with the spring be plained? In other words, which of the following statements is true 1. Equilibrium can be derived from the equiv alence of the external and the internal work 2. Equilibrium is an artifact of our imagina- tion

1.例1:管道中的流体 2.例2:电网中的电流 3.例3:通信网络中的信息流 4.例4:装配线上的零件流

Strain energy and potential energy of a beam brec sedans hoMe the neutra xxis remain So Figure 1: Kinematic assumptions for a beam Kinematic assumptions for a beam: From the figure: AA'=u3(a1) Assume small deflections: B B\,BB\=3+ duy

which generalizes to the statement. This reduces the number of material constants from 81 to 54. In a similar fashion we can make use of the symmetry of the strain tensor This further reduces the number of material constants to 36. To further reduce the number of material constants consider the conclusion from the first law for elastic materials, equation