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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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:
Online Access:https://tj-es.com/ojs/index.php/tjes/article/view/754
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author Mazin Burhan
Jawdat Kadhem
Aziz Ibrahim
author_facet Mazin Burhan
Jawdat Kadhem
Aziz Ibrahim
author_sort Mazin Burhan
collection DOAJ
description 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 view. For a simplified expression to evaluate “χ” and for an easy method to implement, a closed-form solution in the hypothesis of rigid connections and uncracked concrete is proposed. The method is verified by comparing with the results of another finite element model.
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spelling doaj.art-5629f69a05e54adba4f9fb7f48ee85f32023-07-12T12:56:50ZengTikrit UniversityTikrit Journal of Engineering Sciences1813-162X2312-75892005-08-0112310.25130/tjes.12.3.03Age-Adjusted Effective Modulus Model to Evaluate Long Term Effects in Steel Concrete Composite BeamsMazin Burhan0Jawdat Kadhem1Aziz Ibrahim2Civil Eng. Dept., Tikrit University, IraqCivil Eng. Dept., Tikrit University, IraqCivil Eng. Dept., Tikrit University, IraqThis 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 view. For a simplified expression to evaluate “χ” and for an easy method to implement, a closed-form solution in the hypothesis of rigid connections and uncracked concrete is proposed. The method is verified by comparing with the results of another finite element model. https://tj-es.com/ojs/index.php/tjes/article/view/754Age-adjusted moduluscomposite beamscreepshrinkageshear connectors
spellingShingle Mazin Burhan
Jawdat Kadhem
Aziz Ibrahim
Age-Adjusted Effective Modulus Model to Evaluate Long Term Effects in Steel Concrete Composite Beams
Tikrit Journal of Engineering Sciences
Age-adjusted modulus
composite beams
creep
shrinkage
shear connectors
title Age-Adjusted Effective Modulus Model to Evaluate Long Term Effects in Steel Concrete Composite Beams
title_full Age-Adjusted Effective Modulus Model to Evaluate Long Term Effects in Steel Concrete Composite Beams
title_fullStr Age-Adjusted Effective Modulus Model to Evaluate Long Term Effects in Steel Concrete Composite Beams
title_full_unstemmed Age-Adjusted Effective Modulus Model to Evaluate Long Term Effects in Steel Concrete Composite Beams
title_short Age-Adjusted Effective Modulus Model to Evaluate Long Term Effects in Steel Concrete Composite Beams
title_sort age adjusted effective modulus model to evaluate long term effects in steel concrete composite beams
topic Age-adjusted modulus
composite beams
creep
shrinkage
shear connectors
url https://tj-es.com/ojs/index.php/tjes/article/view/754
work_keys_str_mv AT mazinburhan ageadjustedeffectivemodulusmodeltoevaluatelongtermeffectsinsteelconcretecompositebeams
AT jawdatkadhem ageadjustedeffectivemodulusmodeltoevaluatelongtermeffectsinsteelconcretecompositebeams
AT azizibrahim ageadjustedeffectivemodulusmodeltoevaluatelongtermeffectsinsteelconcretecompositebeams