Age-Adjusted Effective Modulus Model to Evaluate Long Term Effects in Steel Concrete Composite Beams

Age-Adjusted Effective Modulus Model to Evaluate Long Term Effects in Steel Concrete Composite Beams

This paper considers the time-varying behavior of composite steel-concrete beams with rigid or flexible connections under service loads. The age-adjusted effective modulus approach is used with evaluating the aging coefficient “χ” in absence of connection and characterized by a theoretical point of...

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Bibliographic Details
Main Authors: Mazin Burhan, Jawdat Kadhem, Aziz Ibrahim
Format: Article
Language:English
Published: Tikrit University 2005-08-01
Series:Tikrit Journal of Engineering Sciences
Subjects:
Age-adjusted modulus
composite beams
creep
shrinkage
shear connectors
Online Access:https://tj-es.com/ojs/index.php/tjes/article/view/754

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