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Behavior of deep slabs under uniform static loading
Behavior of deep, reinforced concrete slab under high intensity uniform loading was investigated experimentally and compared with yield line theory; static load tests on square, rectangular, and circular slabs having span-depth ratios of about 3, 4, 6 showed distinct departure from normal slab behavior; results are presented in graphical form.
Behavior of deep slabs under uniform static loading
Behavior of deep, reinforced concrete slab under high intensity uniform loading was investigated experimentally and compared with yield line theory; static load tests on square, rectangular, and circular slabs having span-depth ratios of about 3, 4, 6 showed distinct departure from normal slab behavior; results are presented in graphical form.
Behavior of deep slabs under uniform static loading
ASCE Colegio de Ingenieros Civiles de Mexico -- Paper
Gregory, R.K. (author)
ASCE and Colegio de Ingenieros Civiles de Mexico Meeting ; 1966
1966
43 pages
Conference paper
English
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