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Phone: Fax: Email: Website: +61 (0) 402 731 563 +61 (8) 9457 8642 [email protected] www.lifetime-reliability.com. 10. Design tensile strength of bearing and HSFG bolts. In a tension or hanger connection, the applied load produces tension in the bolts and the bolts are designed as tension members. ANALYSIS AND TEST RESULTS _ The analysis, of a split clamp connection for an 11 "-5K fl ange, was conducted us i ng " ANSYS " fi nite element program. "STIF 3" beam elements were used for simulating the flange bolts. The pipe extensions are pinned at locations equidistant from the earlier locations. Check Pages 1 - 50 of CAE의 정석_ANSYS Mechanical 활용 고급 Tips in the flip PDF version. CAE의 정석_ANSYS Mechanical 활용 고급 Tips was published by TSNE on 2018-04-11. Jul 09, 2010 · Fatigue failures of bolted joints frequently lead to serious accidents of machines and structures. It is well known that fatigue failure is likely to occur around the first thread root of bolt adjacent to the nut loaded surface and the run-out of bolt thread. Stress concentrations increase the stress in one area so it is much higher than the average stress in the part. One example of stress concentration is the transition area in a bolt from the straight shank to the threaded section. The relatively high stress concentration in this area is the reason most bolts fail at the first thread off the shank. The bolt and the clamped part could be considered as a simple mechanical spring model, the sketch is shown as Figure 5. As shown in figure 6, bolt and part are displacing under load, fs and fp are measured from an initial position without clamping load; for the bolt this is the bolt head to nut face distance in the tightened configuration but I'm constructing a mesh using ANSYS 14.0 and I'm wondering if it's possible to match the mesh at the interface between two separate Unfortunately ANSYS won't let me do this. Does anyone have any advice to get around this problem?First of all, I created a simple solid cubic structure with coarse mesh in ANSYS WB Modal modulus. With the boundary condition is set as 1 face fixed, the first 5 natural frequencies (fn) given by ... The flange and Nut-Bolts force and contact stiffness factor are considered as parameters which are influ encing the joint deformation. The flanged joint is modelled and simulation using ANSYS 14 ... Bearing in bolts, all bolts loaded: (1) Bearing in members, all bolts active: (2) Shear of bolt: If the bolt threads do not extend into the shear planes: (3) If the bolts threads extend into a shear plane: (4) Edge shearing of member: (5) Member yield (6) Minimum proof load (7) Figure 8:Bolted Connection - Rear Support Typically, a bolt is tensioned (preloaded) by the application of a torque to either the bolt head or the nut. The preload developed in a bolt is due to the applied torque and is a function of the bolt diameter, length, the geometry of the threads and the coefficients of friction that exist in the Jul 09, 2009 · An experimental method for measuring clamping force in bolted connections and effect of bolt threads lubrication on its value. In Proceedings of the World Academy of Science, Engineering and Technology, The Fifth International Conference on Applied Mechanics and Mechanical Engineering, Bangkok, Thailand, December 2008, vol. 36, pp. 457 – 460. Bolted Connections in ANSYS Workbench: Part 1 - Endeavos ... Endeavos.com Sp = Proof strength = 85% of yield strength of bolt material. In recent versions of ANSYS bolt pretension can be applied on beam bolts. In earlier versions, APDL commands can be used. The contact between the mating plates is set to frictional. 3) Spring Bolts.