Dynamic strength evaluation/crashworthiness of self-piercing riveted joints

2014 ◽  
pp. 56-78
Author(s):  
X. Sun
Author(s):  
Keisuke Minagawa ◽  
Satoshi Fujita ◽  
Seiji Kitamura ◽  
Shigeki Okamura

This paper describes the dynamic strength evaluation of piping installed in nuclear power plants from a viewpoint of energy balance. Mechanical structures installed in nuclear power plants such as piping and equipment are usually designed statically in elastic region. Although these mechanical structures have sufficient seismic safety margin, comprehending the ultimate strength is very important in order to improve the seismic safety reliability in unexpected severe earthquakes. In this study, ultimate strength of a simple single-degree-of-freedom model is investigated from a viewpoint of energy balance equation that is one of valid methods for structural calculation. The investigation is implemented by forced vibration experiment. In the experiment, colored random wave having predominant frequency that is similar to natural frequency of the experimental model is input. Stainless steel and carbon steel are selected as material of experimental model. Excitation is continued until the experimental model is damaged, and is carried out with various input levels. As a result of the experiment, it is confirmed that input energy for failure increase with an increase of time for failure. Additionally it is confirmed that input energy for failure depend on the material.


1999 ◽  
Vol 3 (7) ◽  
pp. 431-446 ◽  
Author(s):  
Bertrand Langrand ◽  
Éric Deletombe ◽  
Éric Markiewicz ◽  
Pascal Drazétic

Author(s):  
Tigran Parikyan ◽  
Thomas Resch ◽  
Hans H. Priebsch

Abstract The paper presents a new concept of dynamic model of crankshaft — the structured model. The theory behind this type of model and the methodology of its use are discussed in detail, and the place of the new model in the process of dynamic strength evaluation of crankshafts is shown. The “Shaft Modeler” — a graphical pre-processor, specially developed for rapid generation of structured models to be used in dynamic simulation with AVL/EXCITE — is shortly described. The advantages of the new modeling methodology are illustrated by application examples. The structured model is shown to closely approximate the modal behavior of the volumetric FE-model. The results of dynamic simulation using structured model show a good correlation with the test-bed measurements, as well as with the calculations based on condensed (dynamically reduced) volumetric FE-model.


1999 ◽  
Author(s):  
Jiemin Liu ◽  
Toshiyuki Sawa

Abstract Stress analysis and strength evaluation of single-lap adhesive joints combining rivets subjected to external bending moments are conducted by three-dimensional finite element analysis (FEA). In this analysis, the effects of the ratio of Young’s moduli of the rivets to that of the adherends, the initial tightening force produced in the rivets, the adhesive layers between the rivet heads and the adherends, and the positions of the rivets on the stress distributions at the interfaces between the adherends and the adhesives are examined. The rupture process of the single-lap adhesive joint combining rivets is demonstrated. The strength of single-lap adhesive joints combining rivets is evaluated by the maximum principal strain criterion using the maximum principal strain at the adhesive interfaces. The FEA results show that the failure of single-lap adhesive joints and single-lap adhesive joints combining rivets with thinner adherends are due to large elasto-plastic deformation of the adherends. For single-lap adhesive joints of thick adherends, the rupture is initiated from the edge of the adhesive interface. Experiments to measure the strength of single-lap adhesive joints, single-lap riveted joint and single-lap adhesive joints combining rivets were carried out. The failure types of single-lap adhesive joints and single-lap adhesive joints combining rivets obtained from the experiments coincide with the FEA results. The experimental results also show that the failure of single-lap riveted joints with thinner adherends is due to large plastic deformation of the adherends. However, for single-lap riveted joints with thick adherends it is shown that their failure is caused by the rupture of the rivets. Finally, it is found that fitted rivets in single-lap adhesive joints of thick adherends can enhance the joint strength.


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