Fatigue Test and Stress Analysis of Threaded Connection of Arch Bridge Stainless Steel Suspender

Article Preview

Abstract:

This work presents a study of a fatigue test and a finite element analysis on an arch bridge stainless steel suspender with threaded connections. A suspender which had a diameter of 70mm was tested under axial tensile loads range from 430kN to 700kN. The suspender was sudden failure from the thread root of the first loaded tooth in the pin after 1546609 cycles. Then, a two-dimensional axisymmetric modeling ignoring the helix angle of the thread was established with finite element software ANSYS to perform a stress analysis of the threaded connection. The stress concentration factors (SCFs) at the root of the teeth of pin were investigated under the applied external loading. The conclusive results had been drawn from the analysis including the location and the value of maximum SCF in the pin. Finally, the location and the value of the maximum von Mises stress were given. The results showed that the location of the fracture surface was consistent with the location of the maximum von Mises stress.

You might also be interested in these eBooks

Info:

Periodical:

Key Engineering Materials (Volumes 452-453)

Pages:

541-544

Citation:

Online since:

November 2010

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] B. Young, W.M. Lui: Journal of Structural Engineering Vol. 131 (2005), pp.1738-1745.

Google Scholar

[2] K.J.R. Rasmussen: Journal of Constructional Steel Research Vol. 59 (2003), pp.47-61.

Google Scholar

[3] L. Gardner, D.A. Nethercot: Journal of Constructional Steel Research Vol. 60 (2004), pp.1291-1318.

Google Scholar

[4] L. Gardner, D.A. Nethercot: Journal of Constructional Steel Research Vol. 60 (2004), pp.1319-1332.

Google Scholar

[5] H. Bahai: International Journal of Pressure Vessels and Piping Vol. 78 (2001), pp.495-505.

Google Scholar

[6] D. Segond, A. Tafreshi: Engineering Analysis with Boundary Elements Vol. 22 (1998), pp.199-214. pin box Fig. 7 Location of maximum principal stress pin box Fig. 8 Location of maximum von Mises stress.

DOI: 10.1016/s0955-7997(98)00050-2

Google Scholar