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Cause of rupture of rails at fish joints
Discontinuity of rail at joint constitutes point of less resistance and, for a given load, occasions elastic flexure greater than at any other point. Hence greater bending and stresses in rail unequally distributed throughout mass.
Cause of rupture of rails at fish joints
Discontinuity of rail at joint constitutes point of less resistance and, for a given load, occasions elastic flexure greater than at any other point. Hence greater bending and stresses in rail unequally distributed throughout mass.
Cause of rupture of rails at fish joints
Cause de la frequence des ruptures de rails dans leurs extremites eclissees
Fre´ (Autor:in) / mont, Charles (Autor:in)
1920
2 pages
Aufsatz (Zeitschrift)
Französisch
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Engineering Index Backfile
|Design of fishplated joints in rails
Engineering Index Backfile | 1966
|Etude des chocs au droit des joints de rails
Engineering Index Backfile | 1938
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