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Compressive strength of concrete in flexure as determined from tests of reinforced beams
Investigation carried out in Fritz Engineering Laboratory of Lehigh University, Bethlehem, Pa., to determine relation between compressive strength of 6 by 12-in. control cylinders and strength of same concrete computed from beam tests in which concrete failed in compression; tests of heavily reinforced-concrete beams; relation of beam-cylinder strength ratio to strength of concrete and depth of beam. (See also Am. Concrete Inst. -- Jl., vol. 1, no. 8, June 1930, pp. 831-874, 25 figs, and discussion and author's closure in vol. 2, no. 4, Dec. 1930, pp. 377-383)
Compressive strength of concrete in flexure as determined from tests of reinforced beams
Investigation carried out in Fritz Engineering Laboratory of Lehigh University, Bethlehem, Pa., to determine relation between compressive strength of 6 by 12-in. control cylinders and strength of same concrete computed from beam tests in which concrete failed in compression; tests of heavily reinforced-concrete beams; relation of beam-cylinder strength ratio to strength of concrete and depth of beam. (See also Am. Concrete Inst. -- Jl., vol. 1, no. 8, June 1930, pp. 831-874, 25 figs, and discussion and author's closure in vol. 2, no. 4, Dec. 1930, pp. 377-383)
Compressive strength of concrete in flexure as determined from tests of reinforced beams
Eng. News-Rec.
Slater, W.A. (author) / Lyse, I. (author)
Engineering News-Record ; 105
1930
3 pages
5 Figs.
Article (Journal)
English
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