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Shrinkage stresses in composite floors
In beams and slabs of composite construction stresses develop due to differential shrinkage of components; topping is generally cast over precast beams and two eventually act together structurally; shrinkage of topping will be partly resisted by beams and stresses will therefore be present in combined section.
Shrinkage stresses in composite floors
In beams and slabs of composite construction stresses develop due to differential shrinkage of components; topping is generally cast over precast beams and two eventually act together structurally; shrinkage of topping will be partly resisted by beams and stresses will therefore be present in combined section.
Shrinkage stresses in composite floors
Concrete Constr Eng
Bartlett, R.J. (author)
1958
6 pages
Article (Journal)
English
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