This post originates from a project validating the drop test experiment (see Figure 1) in a case study—Analytical and Experimental Study on Drop Test of Electronic Devices (Lamar University, 2021)—using Transient Structural analysis in ANSYS. Figure 1. The drop test set-up. There are several important questions to ask before the simulation: For this drop … Continue reading Drop Test Simulation using Transient Structural Analysis in ANSYS
Large deflection
Analysis of the strength of rotor punching under centrifugal force
Rotor core punching Rotating machinery can withstand significant centrifugal force during operation. Therefore, the strength of a rotor punching should be analyzed. This problem was solved using Workbench. Considering the periodicity of the rotor punching and load, a 1/8 model was created and cyclic symmetric boundaries were defined. The model consists of a rotor punching … Continue reading Analysis of the strength of rotor punching under centrifugal force
Material nonlinearity: elasto-plastic analysis of a statically indeterminate truss
This is another simple problem of a statically indeterminate truss. Bilinear kinetic hardening material model is used. The beauty of this problem is that as the force increases, it can be expected that the vertical member and slant members will develop into the plastic stage consecutively. That will be seen later from the equilibrium path. … Continue reading Material nonlinearity: elasto-plastic analysis of a statically indeterminate truss
Nonlinear buckling analysis: considering both large deformation and material nonlinearity
In this post, we are going to do a nonlinear buckling analysis for a thin arch shell under uniformly distributed pressure. The configuration of the arch shell is as follows During the analysis, a linear buckling analysis will be conducted first to obtain the 1st-order eigenvalue (i.e. the linear buckling load) and eigenmode (i.e. buckling … Continue reading Nonlinear buckling analysis: considering both large deformation and material nonlinearity
Geometric nonlinearity: a simple two-member truss problem
In geometric linearity, the equilibrium equation is established in the undeformed state and will not be updated with deformation. In other words, we ignore the small deformation of the geometry to simplify the calculation. This does not seem to be in line with the core idea of structural mechanics, because the calculation of deformation is … Continue reading Geometric nonlinearity: a simple two-member truss problem
Plastic limit analysis of a statically indeterminate beam
A structure can become unstable when a load reaches its buckling value or when nonlinear material becomes unstable. It is possible to observe the full response of a structure under proportional (ramped) loads using elastic-plastic analysis in ANSYS, so the plastic limit load and the location of plastic hinges can be determined. In this post, … Continue reading Plastic limit analysis of a statically indeterminate beam
The large deformation analysis of a hyperelastic tensile test sample
This example shows the static analysis of a tensile test sample made of rubber. The dimensions of the sample are shown in the following figure. The thickness of the sample is 1.5mm. Using the symmetry, only 1/8 of the sample is analyzed. After solving the 1/8 model, the results of the full model can be … Continue reading The large deformation analysis of a hyperelastic tensile test sample
The stress and deformation analysis of a rubber O ring
In this post, we are going to analyze the stress and deformation of a rubber O ring as shown in the following figure. The rubber O ring is often used for sealing purposes. It may be under large pressure and its deformation is constrained by the sealing groove. Due to the large difference in the … Continue reading The stress and deformation analysis of a rubber O ring
The application of contact elements: A bolted beam-column connection
In this post, we are going to explore the application of CONTA174 (i.e. 3D 8-node face-face contact element). CONTA174 is used to represent contact and sliding between 3D target surfaces and a deformable surface defined by this element. It can be used for both pair-based contact and general contact. In the case of pair-based contact, … Continue reading The application of contact elements: A bolted beam-column connection
Large Lateral Deflection of Unequal Stiffness Springs
A two-spring system is subjected to a force F as shown below. l=10 cm, k1=8N/cm, and k2=1N/cm. F=5*2^0.5N. Determine the strain energy of the system and the displacements δx and δy. The solution to this problem is best obtained by adding mass and using the "slow dynamics" technique with approximately critical damping. Combination elements (COMBIN40) are … Continue reading Large Lateral Deflection of Unequal Stiffness Springs
Xutao Sun 