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Bending Resistance of Composite Sections with Nonductile Shear Connectors and Partial Shear Connection

The paper presents the nonlinear section analysis for composite steel-concrete beams with different degrees of shear connection. The analysis is fiber based, i.e., integration over the cross section is performed numerically, and any uniaxial nonlinear material model can be assigned to the steel and...

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Main Authors: Svetlana M. Kostic, Biljana Deretic-Stojanovic
Formáid: Artigo
Teanga:Inglês
Foilsithe: Hindawi Limited 2018-01-01
Sraith:Advances in Civil Engineering
Rochtain Ar Líne:http://dx.doi.org/10.1155/2018/5350315
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