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Short-Term Mechanical Properties of High-Strength Light-Weight Concrete
An experimental investigation was undertaken to establish the mechanical properties of high-strength light-weight concrete. Concretes having compressive strengths ranging from 2,564 to 8,585 psi, and densities between 90 and 103 pcf were tested. The results include a comprehensive study of the engineering properties of light-weight concrete. Data are presented on compressive strength, strength gain with age, speciment size effect, static modulus of elasticity, Poisson's ratio, modulus of rupture, splitting tensile strength, and drying effects. Results are compared to data on normal-weight concrete. The deformation characteristics of light-weight concrete are studied in detail.
Short-Term Mechanical Properties of High-Strength Light-Weight Concrete
An experimental investigation was undertaken to establish the mechanical properties of high-strength light-weight concrete. Concretes having compressive strengths ranging from 2,564 to 8,585 psi, and densities between 90 and 103 pcf were tested. The results include a comprehensive study of the engineering properties of light-weight concrete. Data are presented on compressive strength, strength gain with age, speciment size effect, static modulus of elasticity, Poisson's ratio, modulus of rupture, splitting tensile strength, and drying effects. Results are compared to data on normal-weight concrete. The deformation characteristics of light-weight concrete are studied in detail.
Short-Term Mechanical Properties of High-Strength Light-Weight Concrete
S. M. Morales (author)
1982
108 pages
Report
No indication
English
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