𝔖 Bobbio Scriptorium
✦   LIBER   ✦

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

No coin nor oath required. For personal study only.


📜 SIMILAR VOLUMES


Partial interaction in composite steel a
✍ Deric J. Oehlers; Ninh T. Nguyen; Marfique Ahmed; Mark A. Bradford 📂 Article 📅 1997 🏛 Elsevier Science 🌐 English ⚖ 671 KB

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

Time-dependent analysis of composite bea
✍ Quang-Huy Nguyen; Mohammed Hjiaj; Brian Uy 📂 Article 📅 2010 🏛 Elsevier Science 🌐 English ⚖ 806 KB

## 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