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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Format: | Article |
Language: | English |
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Tikrit University
2005-08-01
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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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first_indexed | 2024-03-13T00:10:31Z |
format | Article |
id | doaj.art-5629f69a05e54adba4f9fb7f48ee85f3 |
institution | Directory Open Access Journal |
issn | 1813-162X 2312-7589 |
language | English |
last_indexed | 2024-03-13T00:10:31Z |
publishDate | 2005-08-01 |
publisher | Tikrit University |
record_format | Article |
series | Tikrit Journal of Engineering Sciences |
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 |