TY - GEN
T1 - PROPERTIES OF HIGH STRENGTH CONCRETE FOR STRUCTURAL DESIGN.
AU - Ahmad, Shuaib H.
AU - Shah, S. P.
PY - 1985/1/1
Y1 - 1985/1/1
N2 - The current ultimate strength design practice is based on experimental information obtained from concretes of compressive strengths in the range of 21 to 42 Mpa. For developing a satisfactory procedure for design of structures using higher strength concretes, additional considerations, and validation or modification of existing strength design methods may be necessary. In this paper, experimental data on high strength concrete obtained by the authors are reported. In this paper, the emphasis is on the results, comparison with normal strength concrete, development of the empirical formulae and some discussion on the implication for structural design.
AB - The current ultimate strength design practice is based on experimental information obtained from concretes of compressive strengths in the range of 21 to 42 Mpa. For developing a satisfactory procedure for design of structures using higher strength concretes, additional considerations, and validation or modification of existing strength design methods may be necessary. In this paper, experimental data on high strength concrete obtained by the authors are reported. In this paper, the emphasis is on the results, comparison with normal strength concrete, development of the empirical formulae and some discussion on the implication for structural design.
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M3 - Conference contribution
AN - SCOPUS:0021899245
SN - 0931837073
T3 - Materials Research Society Symposia Proceedings
SP - 169
EP - 181
BT - Materials Research Society Symposia Proceedings
PB - Material Research Soc
ER -