Relation of tie pressure to size of rail and stiffness of substructure; effect of up-and-down movement; value of heavier rails; lateral strength and stiffness of joint bars; tests and inspection of worn joint bars; counterbalance calculations; Pere Marquette concrete roadbed; bearing between rail and tie-plate under load; long length of continuous rail. (see also Ry Age v 96 n 19 May 12 1934 p 682-4 and 696)
Discussion on stresses in railroad track
Am Ry Eng Assn -- Bul
American Railway Engineering Association -- Bulletin ; 36 , n 366
1934
8 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Discussion on stresses in railroad track
Engineering Index Backfile | 1934
|Report on stresses in railroad track
Engineering Index Backfile | 1941
|Report on stresses in railroad track
Engineering Index Backfile | 1940
|Special committee on stresses in railroad track
Engineering Index Backfile | 1925
Special committee on stresses in railroad track
Engineering Index Backfile | 1929