𝔖 Bobbio Scriptorium
✦   LIBER   ✦

A steel-concrete composite beam element with material nonlinearities and partial shear interaction

✍ Scribed by Hamid R. Valipour; Mark A. Bradford

Book ID
108131642
Publisher
Elsevier Science
Year
2009
Tongue
English
Weight
992 KB
Volume
45
Category
Article
ISSN
0168-874X

No coin nor oath required. For personal study only.

πŸ“œ SIMILAR VOLUMES

Partial interaction in composite steel a
Partial interaction in composite steel and concrete beams with full shear connection
✍ Deric J. Oehlers; Ninh T. Nguyen; Marfique Ahmed; Mark A. Bradford πŸ“‚ Article πŸ“… 1997 πŸ› Elsevier Science 🌐 English βš– 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

A direct stiffness analysis of a composi
A direct stiffness analysis of a composite beam with partial interaction
✍ G. Ranzi; M. A. Bradford; B. Uy πŸ“‚ Article πŸ“… 2004 πŸ› John Wiley and Sons 🌐 English βš– 181 KB

## Abstract The use of the conventional semi‐analytical stiffness method in finite element analysis, in which interpolation polynomials are used to develop the stiffness relationships, leads to problems of curvature locking when beam‐type elements are developed for composite members with partial in