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Behavior of concrete in biaxial compression
Behavior of concrete is described as determined from experiments performed on six mixes by testing machine capable of loading concrete slabs simultaneously in two orthogonal directions; strain readings in three principal directions, microcracking, and ultimate load were observed and measured for various values of lateral load on specimens from each mix; results show that elastic parameters, load at which microcracking occurs, and ultimate load are not constant but are dependent on value of lateral load; effect of varying aggregate size, water-cement ratio, and aggregate-cement ratio were also studied; these were shown to have considerable influence on properties of concrete in biaxial compression.
Behavior of concrete in biaxial compression
Behavior of concrete is described as determined from experiments performed on six mixes by testing machine capable of loading concrete slabs simultaneously in two orthogonal directions; strain readings in three principal directions, microcracking, and ultimate load were observed and measured for various values of lateral load on specimens from each mix; results show that elastic parameters, load at which microcracking occurs, and ultimate load are not constant but are dependent on value of lateral load; effect of varying aggregate size, water-cement ratio, and aggregate-cement ratio were also studied; these were shown to have considerable influence on properties of concrete in biaxial compression.
Behavior of concrete in biaxial compression
ASCE -- Proc (J Structural Div)
Robinson, G.S. (author)
1967
16 pages
Article (Journal)
English
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Biaxial Compression Behavior of Concrete under Repeated Loading
| British Library Online Contents | 1999