结构力学的009课件

1、Chapter 7 Deflection/DisplacementInstructor: Dr. Jun Wu Date: Feb 22 2012 IntroductionContents1 Principle of virtual work 虚功原理2 General method-unit load 单位荷载法3 Deflection of statically determinate structure under load 荷载作用下的位移计算4 Graph-multiplication method 图乘法Contents (Contd)5 Deflection under temp

2、erature change6 Deflection under supports settlement7 Reciprocal laws for linear elastic system线弹性变形体的互等定理8 Influence line of deflection 位移影响线 9What is deflection/displacement? 什么是结构的变形(位移)？1. IntroductionWhat is deflection/disp.?Linear disp./translationAngular disp./rotation1. Introduction1. Introd

3、uction (Contd)What cause a structure to yield deflection/disp.?Load Temperature changeSupport settlement1. IntroductionWhy to calculate the deflection/displacement?Check the serviceability and safety of structurestiffnessThe foundation of the analysis of statically indeterminate structureConstructio

4、n monitoringDynamic computation and stabilityTheoretical foundation to calculate disp.:Principle of virtual workMethod of calculationUnit load (force) method1. Introduction (Contd)Focus: Linearly elastic systemMaterials are linearly elasticDeformation is small enough to neglect the changes of origin

5、ally acting effect of its loadingsPrinciple of superposition can be applied1. Introduction (Contd)2. Principle of virtual work 虚功原理2.1 Work 功2.2 Principle of virtual work(pvw) 虚功原理2.3 Two kinds of application of pvw2. Principle of virtual work 虚功原理2.1 WorkReal work 实功Virtual work 虚功External force-in

6、duced 外力引起的Internal force-induced 内力引起的Generalized force （广义力） and its corresponding displacementForce/moment-PCorresponding disp.-translational disp./angular disp. along the direction of P1) real work 实功ABPW= PP: from 0 to P：from 0 to 2）virtual work 虚功 the force has no relation with the displacemen

7、t undergone by the force during performing the workThe displacement is NOT caused by the force doing the workFp1Fp212AB1211 Virtual work by external force 外力虚功 Under load P，internal force （N,Q,M） and their corresponding deformation (d,d,d) will be generated-see fig.7-5 on page 121. Virtual work by i

8、nternal force内力虚功 2.2 Principle of virtual work 虚功原理 If a deformable structure is in equilibrium, for any small real deformation, the sum of the virtual external work and the virtual internal work is zero.Notes:The principles application is not limited to the elastic structure. 2.3 Two kinds of appl

9、ication of pvwWorkForce stateDisp. stateIndependent for virtual work2.3.1 virtual disp. Principle 虚位移原理2.3.2 virtual force principle 虚力原理2.3.1 Virtual disp. Principle 虚位移原理if the body is given an imaginary or virtual displacement, the work done by all the forces and couple moments must also be equal

10、 to zero. Virtual displacementimagined as unit value- Obtain the unknown force2.3.2 Virtual force Principle 虚力原理Virtual loadimagined as unit load- Obtain the unknown displacement3. General method-unit load 单位荷载法Purpose:Determine one of its displacement Only one unit load P=1 must be imposed on the p

11、osition corresponding to 3. General method-unit load 单位荷载法Virtual loadInternal forces/reaction and disp. caused by P=13. General method-unit load 单位荷载法Procedure to find a desired displacement Impose a unit load P=1 at the location and in the direction of the desired displacement Determine the reacti

12、on (R)and internal force (N,Q,M)of the structure caused by P=1 according to the static equilibrium conditionsCalculate the desired displacement by using （7-1）Notes:If has positive sign, it means that the direction of is the same as that of P=1 and vice versaEqn (7-1) is a general formula. It can be

13、applied to the structure regardless of the material properties, type of deformation and the factors causing the deformation. BAFp=1CyBxFp=1CM=1Fp=1AByFp=1Fp=1Fp=1CBCABABxM=1CDFp=1/LFp=1/LC C DLC4. Deflection of statically determinate structure under load 静定结构在荷载作用下的位移计算4.1 General formula4.2 Feature

14、s of each type of structure4.3 Examples4.1 General formulaObject: Statically determinate elastic structure Displacement is caused by load 4.1 General formula (Contd)Caused by unit virtual loadReal deformation caused by real load4.1 General formula (Contd)Note：Applied for straight bar or curved with

15、small curvature Np,Qp and Mp are the internal forces due to real loads acting on the structure（7-2）4.1 General formula (Contd)ProcedureReal system：write out the internal loads Np,Qp and Mp due to the real external loads by static equilibrium eqn. and construct the diagram4.1 General formula (Contd)Procedure (Contd)Virtual system：Remove all the given loadsApply the unit virtual loadFind out virtual internal forces Nv,Qv and Mv, and construct diagrams 4.1 General formula (Contd)Procedure (Contd)The desired displacement can be calcu