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Composite Beam: Non-Linear Analytical Exact Fully-Developed Model

 Composite Beam: Non-Linear Analytical Exact Fully-Developed Model
Author(s):
Presented at IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010, published in , pp. 180-181
DOI: 10.2749/222137810796024060
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This two-page short version of the paper presents the application of the model to two steel-concrete composite beams, while the model is synthesized in the full version of the paper.

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Bibliographic Details

Author(s):
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010
Published in:
Page(s): 180-181 Total no. of pages: 8
Page(s): 180-181
Total no. of pages: 8
Year: 2010
DOI: 10.2749/222137810796024060
Abstract:

This two-page short version of the paper presents the application of the model to two steel-concrete composite beams, while the model is synthesized in the full version of the paper.

Keywords:
shear connection steel-concrete Slip stud Bi-layered Elasto-Plastic interlayer Inelastic interface Layer beam non-linear analytical model Shear flow Strain-Softening interlayer