The contribution is split into two papers. (1) The full version, which presents the model for predicting the ultimate load of composite beam (load-carrying capacity of composite beam that fails due to the connection, whose behavior is elasto-softening). (2) A two-page-paper, which presents the application of the model to two steel-concrete composite beams.
Composite beam: non-linear analytical exact fully-developed model
FORABOSCHI, PAOLO
2010-01-01
Abstract
The contribution is split into two papers. (1) The full version, which presents the model for predicting the ultimate load of composite beam (load-carrying capacity of composite beam that fails due to the connection, whose behavior is elasto-softening). (2) A two-page-paper, which presents the application of the model to two steel-concrete composite beams.
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