Static analysis of composite beams with weak shear connection
✍ Scribed by István Ecsedi; Attila Baksa
- Book ID
- 108057142
- Publisher
- Elsevier Science
- Year
- 2011
- Tongue
- English
- Weight
- 796 KB
- Volume
- 35
- Category
- Article
- ISSN
- 0307-904X
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📜 SIMILAR VOLUMES
The maximum flexural capacity of composite steel and concrete beams with mechanical shear connectors and with full shear connection is usually determined from rigid plastic analyses. It is generally assumed in these analyses that there is full interaction and that the steel is fully yielded. In real
## a b s t r a c t In this article, the time-dependent behavior of continuous composite beams with partial interaction is investigated using a space-exact, time-discretized finite element formulation. The effects of creep and shrinkage taking place in a concrete slab are considered by using age-de