Composite Concrete Slabs with Profiled Steel Decking: Comparison Between Experimental and Simulation Study

Namdeo Hedaoo; Namdeo Raut; Laxmikant Gupta

doi:doi:10.11648/j.ajce.20150305.14

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Composite Concrete Slabs with Profiled Steel Decking: Comparison Between Experimental and Simulation Study

Namdeo Hedaoo, Namdeo Raut, Laxmikant Gupta

Published in American Journal of Civil Engineering (Volume 3, Issue 5)

Received: 23 September 2015 Accepted: 4 October 2015 Published: 5 October 2015

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Abstract

The research work is to study the behavior of the composite concrete slabs with CRIL DECKSPAN type profiled steel decking by experimental and simulation study. The slab is created by composite interaction between concrete and steel deck with rolled embossments to improve their shear-bond characteristics. However, it fails under longitudinal shear-bond due to the complex phenomenon of shear behavior. Therefore, an experimental full-size tests has been carried out to investigate the shear-bond strength under flexural test in accordance with Eurocode 4: Part 1.1. Eighteen specimens are split into six sets of three specimens each in which all sets are tested for different shear span lengths under static and cyclic loading on simply supported slabs. The full-size finite element (FE) modeling and analysis of the composite slabs is presented, in which the shear-bond interaction between the concreteand steel deck is simulated by the use of interface contact elements. The FE analysis is verified and validated by comparing the experimental results. Comparisons of the experimental and simulation results indicate that the FE analysis agrees well with the test results, and is capable of predicting the behavior and the load carrying capacity of composite slabs.

Published in	American Journal of Civil Engineering (Volume 3, Issue 5)
DOI	10.11648/j.ajce.20150305.14
Page(s)	157-169
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Composite Slab, Full-Size Test, m-k Method, Interface Contact Element, Finite Element Analysis

References

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APA Style

Namdeo Hedaoo, Namdeo Raut, Laxmikant Gupta. (2015). Composite Concrete Slabs with Profiled Steel Decking: Comparison Between Experimental and Simulation Study. American Journal of Civil Engineering, 3(5), 157-169. https://doi.org/10.11648/j.ajce.20150305.14

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ACS Style

Namdeo Hedaoo; Namdeo Raut; Laxmikant Gupta. Composite Concrete Slabs with Profiled Steel Decking: Comparison Between Experimental and Simulation Study. Am. J. Civ. Eng. 2015, 3(5), 157-169. doi: 10.11648/j.ajce.20150305.14

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AMA Style

Namdeo Hedaoo, Namdeo Raut, Laxmikant Gupta. Composite Concrete Slabs with Profiled Steel Decking: Comparison Between Experimental and Simulation Study. Am J Civ Eng. 2015;3(5):157-169. doi: 10.11648/j.ajce.20150305.14

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@article{10.11648/j.ajce.20150305.14,
  author = {Namdeo Hedaoo and Namdeo Raut and Laxmikant Gupta},
  title = {Composite Concrete Slabs with Profiled Steel Decking: Comparison Between Experimental and Simulation Study},
  journal = {American Journal of Civil Engineering},
  volume = {3},
  number = {5},
  pages = {157-169},
  doi = {10.11648/j.ajce.20150305.14},
  url = {https://doi.org/10.11648/j.ajce.20150305.14},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20150305.14},
  abstract = {The research work is to study the behavior of the composite concrete slabs with CRIL DECKSPAN type profiled steel decking by experimental and simulation study. The slab is created by composite interaction between concrete and steel deck with rolled embossments to improve their shear-bond characteristics. However, it fails under longitudinal shear-bond due to the complex phenomenon of shear behavior. Therefore, an experimental full-size tests has been carried out to investigate the shear-bond strength under flexural test in accordance with Eurocode 4: Part 1.1. Eighteen specimens are split into six sets of three specimens each in which all sets are tested for different shear span lengths under static and cyclic loading on simply supported slabs. The full-size finite element (FE) modeling and analysis of the composite slabs is presented, in which the shear-bond interaction between the concreteand steel deck is simulated by the use of interface contact elements. The FE analysis is verified and validated by comparing the experimental results. Comparisons of the experimental and simulation results indicate that the FE analysis agrees well with the test results, and is capable of predicting the behavior and the load carrying capacity of composite slabs.},
 year = {2015}
}

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TY  - JOUR
T1  - Composite Concrete Slabs with Profiled Steel Decking: Comparison Between Experimental and Simulation Study
AU  - Namdeo Hedaoo
AU  - Namdeo Raut
AU  - Laxmikant Gupta
Y1  - 2015/10/05
PY  - 2015
N1  - https://doi.org/10.11648/j.ajce.20150305.14
DO  - 10.11648/j.ajce.20150305.14
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 157
EP  - 169
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20150305.14
AB  - The research work is to study the behavior of the composite concrete slabs with CRIL DECKSPAN type profiled steel decking by experimental and simulation study. The slab is created by composite interaction between concrete and steel deck with rolled embossments to improve their shear-bond characteristics. However, it fails under longitudinal shear-bond due to the complex phenomenon of shear behavior. Therefore, an experimental full-size tests has been carried out to investigate the shear-bond strength under flexural test in accordance with Eurocode 4: Part 1.1. Eighteen specimens are split into six sets of three specimens each in which all sets are tested for different shear span lengths under static and cyclic loading on simply supported slabs. The full-size finite element (FE) modeling and analysis of the composite slabs is presented, in which the shear-bond interaction between the concreteand steel deck is simulated by the use of interface contact elements. The FE analysis is verified and validated by comparing the experimental results. Comparisons of the experimental and simulation results indicate that the FE analysis agrees well with the test results, and is capable of predicting the behavior and the load carrying capacity of composite slabs.
VL  - 3
IS  - 5
ER  -

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Author Information

Namdeo Hedaoo

Department of Civil Engineering, Govt. College of Engineering, Pune, Maharashtra, India
Namdeo Raut

Department of Applied Mechanics, Govt. Polytechnics, Yavatmal, Maharashtra, India
Laxmikant Gupta

Department of Applied Mechanics, Visvesvaraya National Institute of Technology, Nagpur, Maharashtra, India

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Plain Text BibTeX RIS

APA Style

Namdeo Hedaoo, Namdeo Raut, Laxmikant Gupta. (2015). Composite Concrete Slabs with Profiled Steel Decking: Comparison Between Experimental and Simulation Study. American Journal of Civil Engineering, 3(5), 157-169. https://doi.org/10.11648/j.ajce.20150305.14

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ACS Style

Namdeo Hedaoo; Namdeo Raut; Laxmikant Gupta. Composite Concrete Slabs with Profiled Steel Decking: Comparison Between Experimental and Simulation Study. Am. J. Civ. Eng. 2015, 3(5), 157-169. doi: 10.11648/j.ajce.20150305.14

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AMA Style

Namdeo Hedaoo, Namdeo Raut, Laxmikant Gupta. Composite Concrete Slabs with Profiled Steel Decking: Comparison Between Experimental and Simulation Study. Am J Civ Eng. 2015;3(5):157-169. doi: 10.11648/j.ajce.20150305.14

Copy | Download

@article{10.11648/j.ajce.20150305.14,
  author = {Namdeo Hedaoo and Namdeo Raut and Laxmikant Gupta},
  title = {Composite Concrete Slabs with Profiled Steel Decking: Comparison Between Experimental and Simulation Study},
  journal = {American Journal of Civil Engineering},
  volume = {3},
  number = {5},
  pages = {157-169},
  doi = {10.11648/j.ajce.20150305.14},
  url = {https://doi.org/10.11648/j.ajce.20150305.14},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20150305.14},
  abstract = {The research work is to study the behavior of the composite concrete slabs with CRIL DECKSPAN type profiled steel decking by experimental and simulation study. The slab is created by composite interaction between concrete and steel deck with rolled embossments to improve their shear-bond characteristics. However, it fails under longitudinal shear-bond due to the complex phenomenon of shear behavior. Therefore, an experimental full-size tests has been carried out to investigate the shear-bond strength under flexural test in accordance with Eurocode 4: Part 1.1. Eighteen specimens are split into six sets of three specimens each in which all sets are tested for different shear span lengths under static and cyclic loading on simply supported slabs. The full-size finite element (FE) modeling and analysis of the composite slabs is presented, in which the shear-bond interaction between the concreteand steel deck is simulated by the use of interface contact elements. The FE analysis is verified and validated by comparing the experimental results. Comparisons of the experimental and simulation results indicate that the FE analysis agrees well with the test results, and is capable of predicting the behavior and the load carrying capacity of composite slabs.},
 year = {2015}
}

Copy | Download

TY  - JOUR
T1  - Composite Concrete Slabs with Profiled Steel Decking: Comparison Between Experimental and Simulation Study
AU  - Namdeo Hedaoo
AU  - Namdeo Raut
AU  - Laxmikant Gupta
Y1  - 2015/10/05
PY  - 2015
N1  - https://doi.org/10.11648/j.ajce.20150305.14
DO  - 10.11648/j.ajce.20150305.14
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 157
EP  - 169
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20150305.14
AB  - The research work is to study the behavior of the composite concrete slabs with CRIL DECKSPAN type profiled steel decking by experimental and simulation study. The slab is created by composite interaction between concrete and steel deck with rolled embossments to improve their shear-bond characteristics. However, it fails under longitudinal shear-bond due to the complex phenomenon of shear behavior. Therefore, an experimental full-size tests has been carried out to investigate the shear-bond strength under flexural test in accordance with Eurocode 4: Part 1.1. Eighteen specimens are split into six sets of three specimens each in which all sets are tested for different shear span lengths under static and cyclic loading on simply supported slabs. The full-size finite element (FE) modeling and analysis of the composite slabs is presented, in which the shear-bond interaction between the concreteand steel deck is simulated by the use of interface contact elements. The FE analysis is verified and validated by comparing the experimental results. Comparisons of the experimental and simulation results indicate that the FE analysis agrees well with the test results, and is capable of predicting the behavior and the load carrying capacity of composite slabs.
VL  - 3
IS  - 5
ER  -

Copy | Download