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7




            Three-Dimensional Elasticity












            7.1  Introduction
            Engineering designs involve 3-D structures that cannot be adequately represented using
            1-D or 2-D models. Solid elements based on 3-D elasticity [10,11] are the most general ele-
            ments for stress analysis when the simplified bar, beam, plane stress/strain, plate/shell
            elements are no longer valid or accurate. In general, 3-D structural analysis is one of the
            most important and powerful ways of providing insight into the behavior of an engi-
            neering design. In this chapter, we will review the elasticity equations for 3-D and then
            discuss a few types of finite elements commonly used for 3-D stress analysis. Several dif-
            ferent types of supports, loads, and contact constraints will be introduced for 3-D struc-
            tural modeling, followed by a case study on predicting the deformation and stresses in
                                            ®
            an assembly structure using ANSYS  Workbench.






            7.2  Review of Theory of Elasticity
            The state of stress at a point in a 3-D elastic body is shown in Figure 7.1.
              In vector form, the six independent stress components determining the state of stress
            can be written as


                                                  σ 
                                                   x
                                                    
                                                  σ y  
                                                  σ                                   (7.1)
                                                
                                                     
                                                   z
                                            σ
                                       σ = {} =      , or  [ σ ij ]
                                                  τ xy  
                                                 τ 
                                                   yz
                                                    
                                                     
                                                   zx
                                                   τ 





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