A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Cracking of concrete
Study on physical causes of cracking and actual stress or strain condition in material necessary to produce crack; prehardening cracks were observed mostly in presence of 90 F temperature, 10% humidity, and 30 mph wind; cracks, healed by retroweling, reopened again by drying in wind tunnel; restrained shrinkage; cases in which creep prevents development of dangerous stresses and strains and hence reduces cracking; cracking under load; use of additives.
Cracking of concrete
Study on physical causes of cracking and actual stress or strain condition in material necessary to produce crack; prehardening cracks were observed mostly in presence of 90 F temperature, 10% humidity, and 30 mph wind; cracks, healed by retroweling, reopened again by drying in wind tunnel; restrained shrinkage; cases in which creep prevents development of dangerous stresses and strains and hence reduces cracking; cracking under load; use of additives.
Cracking of concrete
Constructional Rev
Blakey, F.A. (author) / Beresford, F.D. (author)
1959
5 pages
Article (Journal)
English
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| Engineering Index Backfile | 1951
| UB Braunschweig | 1970
| TIBKAT | 1970