journal article·2010-10

Failure analysis of Grade-80 alloy steel towing chain links

Khaled Al-Fadhalah, Ahmed Elkholy, Majed Majeed

Engineering Failure Analysis· Volume 17· Issue 7-8
Publisher page

Abstract

Abstract An experimental investigation of the causes of failure of chain links that occurred during towing operation of heavy-weight army vehicles is reported in this study. All failures took place at the weld area of the links after a short service life. Tensile tests on both base metal and the weld samples indicated high tensile strength of 800 MPa for both materials. However, the weld exhibited brittle fracture at relatively small strains of e ≈ 0.05, while the base metal failed at strains e ≈ 0.20, indicating moderate ductility. Optical metallography and scanning electron microscopy (SEM) analysis revealed that fatigue was initiated due to inherited cracks at the outer circumference of the weld. Fatigue crack propagation was evident by progressive marks and intervening striations. Their distribution was not rotationally symmetric, indicating a possibility of combined cyclic loading on the links. The large area of final rupture indicated a ductile rupture in the weld center and brittle fracture in the outer region of the weld due to overloading. The results suggest that the major causes of chain failure are as follows: high cyclic loading, weld defects, improper post-weld heat treatment, and decrease in material hardness and corrosion resistance due to insufficiency of some alloying elements.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Mechanical Failure Analysis and Simulation · Fatigue and fracture mechanics · Metal Alloys Wear and Properties

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (14)

Show source-provided references
1. ASTM. Standard specification for Grade 80 alloy steel chain, A391. Annual book of ASTM standards. Philadelphia; 2001.
2. Goodenough · 1907 · vol. 3
3. Notes on chain cables
4. Marsh FW, Thurston RCA. Investigation of stress distribution on stud link anchor cable. Report No. 1R 61-46, mines branch, department of mines and technical surveys. Ottawa: Canada; 1961.10.4095/324811 ↗
5. Lereim J. Stress analysis of anchor chains. In: Proc 6th international offshore mechanics and arctic eng conf, Huston, Texas, vol. 1; 1987. p. 221–6.
6. Papazoglou VJ, Katsaounis GM, Papaioannou JD. Elastic static analysis of chain links in tension and bending. In: Proc 1st International offshore and polar eng conf. Edinburgh, UK, vol. 3; 1991. p. 252–8.
7. The effect of proof loading on the fatigue behavior of open link chain10.1115/1.2904136 ↗
8. Pacheco PMC, Kenedi PP, Jorge JCF. Elastoplastic analysis of the residual stress in chain links. In: Proc 21st International Offshore Mechanics and Arctic Eng Conf. Oslo, Norway, vol. 3; 2002. p. 39–46.10.1115/OMAE2002-28083 ↗
9. Jamieson FL. Failure analysis and prevention: failure of lifting equipment, vol. 11. ASM handbook, ASM International. Materials Park, OH; 1978. p. 521–2.
10. BS 1834. Short link chain for lifting purposes – general conditions of acceptance. Milton Keynes, UK: British Standards Institution; 1990.
11. Fracture characteristics of torsion-bending fatigue and impact fatigue failure of two steel pins in a crawler excavator10.1007/s11668-008-9196-8 ↗
12. Failure study of connecting shafts of a plug screw feeder in a paper production plant10.1016/S1350-6307(02)00048-1 ↗
13. Dowling · 2007
14. Notch sensitivity