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Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit

Volumn 216, Issue 1, 2002, Pages 41-51

Influence of cracked sleepers on the global track response: Coupling of a linear track model and non-linear finite element analyses

(2) Gustavson, R a Gylltoft, K a

a CHALMERS UNIVERSITY OF TECHNOLOGY (Sweden)

Author keywords

Concrete sleeper; Cracks; Dynamic behaviour; Finite element analysis; Non linear fracture mechanics; Sleeper ballast interaction; Three dimensional analysis

Indexed keywords

BALLAST (RAILROAD TRACK); CRACKS; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; FRACTURE MECHANICS; MATHEMATICAL MODELS; RAILROAD TRACKS;

CONCRETE SLEEPERS; SLEEPER BALLAST INTERACTION;

RAILROAD TRANSPORTATION;

EID: 0036216002 PISSN: 09544097 EISSN: None Source Type: Journal
DOI: 10.1243/0954409021531674 Document Type: Article

Times cited : (24)

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