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Test of composite beams and slabs of hollow tile and concrete
Sixty reinforced beams or slabs, 12 of concrete and 48 composite beams representing portions of concrete and hollow tile slabs, were fabricated and tested in laboratory to determine value of tiles in assisting concrete to resist shear and bending; results of beam tests indicated that one row of tiles was equivalent in resisting shear to concrete rib of same depth and having width of 1.6 to 2.4 in.; strength in shear of bond between concrete and hollow tile was affected by factors influencing compressive strength of concrete. (See also U. S. Bur. of Standards -- Jl. of Research vol. 4, no. 6, June 1930 pp. 815-849, 23 figs)
Test of composite beams and slabs of hollow tile and concrete
Sixty reinforced beams or slabs, 12 of concrete and 48 composite beams representing portions of concrete and hollow tile slabs, were fabricated and tested in laboratory to determine value of tiles in assisting concrete to resist shear and bending; results of beam tests indicated that one row of tiles was equivalent in resisting shear to concrete rib of same depth and having width of 1.6 to 2.4 in.; strength in shear of bond between concrete and hollow tile was affected by factors influencing compressive strength of concrete. (See also U. S. Bur. of Standards -- Jl. of Research vol. 4, no. 6, June 1930 pp. 815-849, 23 figs)
Test of composite beams and slabs of hollow tile and concrete
Engineering
Parsons, D.E. (author) / Stang, A.H. (author)
Engineering ; 130
1930
2 Figs.
Article (Journal)
English
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