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Static and fatigue tests on prestressed concrete railway slabs
Bridge type beams were 19 ft long, 16 1/2 in. wide, 18 in. deep, and pretensioned with 11 strands of 1/2 in. nominal diam to 60% ultimate strength; data on deflections and strains, cracking loads, influence of concrete strength, fatigue strength, creep, and simplification of fatigue strength calculations. Advance Report of Committee 30 -- Impact and Bridge Stresses.
Static and fatigue tests on prestressed concrete railway slabs
Bridge type beams were 19 ft long, 16 1/2 in. wide, 18 in. deep, and pretensioned with 11 strands of 1/2 in. nominal diam to 60% ultimate strength; data on deflections and strains, cracking loads, influence of concrete strength, fatigue strength, creep, and simplification of fatigue strength calculations. Advance Report of Committee 30 -- Impact and Bridge Stresses.
Static and fatigue tests on prestressed concrete railway slabs
Am Ry Eng Assn -- Bul
Slutter, R.G. (author) / Ekberg, Jr., C.E. (author)
1958
50 pages
Article (Journal)
English
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