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A platform for research: civil engineering, architecture and urbanism
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´ (author) / mont, Charles (author)
1920
2 pages
Article (Journal)
French
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