Stress and Fatigue Analysis of a Fiberglass 3rd Rail Support Bracket

Author(s):  
A. Smyth ◽  
C. Winter

For mass transit rail systems employing a 3rd rail to provide the electric traction power, the 3rd rail support bracket must have the capability to withstand the dynamically applied service loads while also providing the necessary electric arc resistance. To meet the arc resistance requirement, fiberglass brackets have been steadily replacing metallic type brackets in fire retardation critical locations; therefore it was necessary to validate their structural performance when used in general service. To this end, a general stress analysis was performed on a representative support bracket to investigate potential stress profiles experienced under various static loading conditions. Historically, metallic brackets have not been susceptible to fatigue failures in service. In order to determine fatigue life characteristics of fiberglass brackets, service strains were collected and analyzed to compare the behavior of the fiberglass and metallic brackets and evaluate whether the service life of the new material is sufficient. Furthermore, the fatigue life of a support bracket is highly dependent on the operational conditions. Thus, a service fatigue life analysis was performed to determine the bracket’s response to the variation of operating environment parameters such as the 3rd rail material and track location. From the analyses performed, it was concluded that the current design was not sufficient in replacing the metallic brackets. A possible redesign was then analyzed and it can be shown that a fiberglass material is suitable for the service application if the proper bracket design is incorporated.




2012 ◽  
Vol 26 (6) ◽  
pp. 1747-1752 ◽  
Author(s):  
Sang-Jae Yoon ◽  
Jung-Hoon Park ◽  
Nak-Sam Choi


Author(s):  
Zhenguo Lu ◽  
Lirong Wan ◽  
Qingliang Zeng ◽  
Xin Zhang ◽  
Kuidong Gao

Conical picks are the key cutting components used on roadheaders, and they are replaced frequently because of the bad working conditions. Picks did not meet the fatigue life when they were damaged by abrasion, so the pick fatigue life and strength are excessive. In the paper, in order to reduce the abrasion and save the materials, structure optimization was carried out. For static analysis and fatigue life prediction, the simulation program was proposed based on mathematical models to obtain the cutting resistance. Furthermore, the finite element models for static analysis and fatigue life analysis were proposed. The results indicated that fatigue life damage and strength failure of the cutting pick would never happen. Subsequently, the initial optimization model and the finite element model of picks were developed. According to the optimized results, a new type of pick was developed based on the working and installing conditions of the traditional pick. Finally, the previous analysis methods used for traditional methods were carried out again for the new type picks. The results show that new type of pick can satisfy the strength and fatigue life requirements.



PCI Journal ◽  
2022 ◽  
Vol 67 (1) ◽  
Author(s):  
Jörn Remitz ◽  
Martin Empelmann

Pretensioned concrete beams are widely used as bridge girders for simply supported bridges. Understanding the fatigue behavior of such beams is very important for design and construction to prevent fatigue failure. The fatigue behavior of pretensioned concrete beams is mainly influenced by the fatigue of the prestressing strands. The evaluation of previous test results from the literature indicated a reduced fatigue life in the long-life region compared with current design methods and specifications. Therefore, nine additional high-cycle fatigue tests were conducted on pretensioned concrete beams with strand stress ranges of about 100 MPa (14.5 ksi). The test results confirmed that current design methods and specifications overestimate the fatigue life of embedded strands in pretensioned concrete beams.



2018 ◽  
Vol 157 ◽  
pp. 05013 ◽  
Author(s):  
Peter Kopas ◽  
Milan Sága ◽  
František Nový ◽  
Bohuš Leitner

The article presents the results of research on low cycle fatigue strength of laser welded joints vs. non-welded material of high-strength steel DOMEX 700 MC. The tests were performed under load controlled using the total strain amplitude ɛac. The operating principle of the special electro-mechanic fatigue testing equipment with a suitable clamping system was working on 35 Hz frequency. Fatigue life analysis was conducted based on the Manson-Coffin-Basquin equation, which made it possible to determine fatigue parameters. Studies have shown differences in the fatigue life of original specimens and laser welded joints analysed, where laser welded joints showed lower fatigue resistance. In this article a numerical analysis of stresses generated in bending fatigue specimens has been performed employing the commercially available FEM-program ADINA.



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