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Simple formula for use as design check of thermal stresses in simply supported composite highway bridges is based on series of field tests of various bridges ranging in span from 47 ft 3 in. to 71 ft 5 in.; formula relates thermal stress at bottom of girder to temperature difference between top and bottom of slab and depth of bridge.
Simple formula for use as design check of thermal stresses in simply supported composite highway bridges is based on series of field tests of various bridges ranging in span from 47 ft 3 in. to 71 ft 5 in.; formula relates thermal stress at bottom of girder to temperature difference between top and bottom of slab and depth of bridge.
Simplified design check of thermal stresses in composite highway bridges
Nat Research Council -- Highway Research Board -- Research Rec
Zuk, W. (author)
1965
4 pages
Article (Journal)
English
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