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Stability of tensile cracks in concrete beams
Method of analysis is presented by means of which development of tensile crack in concrete member can be studied quantitatively and conclusions can be formed concerning its stability; assumptions on which method is based are stated in general terms and specific examples are presented to illustrate application of method; examples include following cases -- flexural crack in unreinforced beam, flexural crack in reinforced beam, cracks originating in zone of combined shear and moment in reinforced beam, and cracks at top fiber of prestressed concrete beams at transfer; implications of calculations are evaluated and set of conclusions is presented concerning their significance.
Stability of tensile cracks in concrete beams
Method of analysis is presented by means of which development of tensile crack in concrete member can be studied quantitatively and conclusions can be formed concerning its stability; assumptions on which method is based are stated in general terms and specific examples are presented to illustrate application of method; examples include following cases -- flexural crack in unreinforced beam, flexural crack in reinforced beam, cracks originating in zone of combined shear and moment in reinforced beam, and cracks at top fiber of prestressed concrete beams at transfer; implications of calculations are evaluated and set of conclusions is presented concerning their significance.
Stability of tensile cracks in concrete beams
ASCE -- Proc (J Structural Div)
Krahl, N.W. (Autor:in) / Khachaturian, N. (Autor:in) / Siess, C.P. (Autor:in)
1967
20 pages
Aufsatz (Zeitschrift)
Englisch
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Stability of tensile cracks in prestressed concrete beams
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