Revision of rail specification, and recommendation for adoption of 140-lb rail and joint bar; transverse fissure failures in control cooled rail; rail failures reported up to Dec 31 1952; rail end batter; various tests and studies including rolling load tests of joint bars; Three-Dimensional Photoelastic Investigation of Principal Stresses and Maximum Shears in Head of Model of Railroad Rail, M.M.FROCHT: Performance of 78-ft rail.
Report of committee 4 -- Rail
Am Ry Eng Assn -- Bul
American Railway Engineering Association -- Bulletin ; 55 , n 514
1954
135 pages
Article (Journal)
English
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