Experimental Study of the Performance of Two-way RC Slabs Retrofitted with High Performance Fibre Reinforced Cement Composite (HPFRCC) prefabricated laminates

Reinforced concrete structures need to be strengthened and retrofitted for various reasons, including errors during design and/or construction, and in most cases reinforcement of structural elements is much more economical than rebuilding the structure. Using HPFRCC with tensile stiffening behaviour...

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Autores principales: M. Mahdi Fallah Bafghi, Mohammad Kazem Sharbatdar, Ali Kheyroddin
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Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2019
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Acceso en línea:https://doaj.org/article/a7d3c1e9fed8476b854686254f17a7df
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spelling oai:doaj.org-article:a7d3c1e9fed8476b854686254f17a7df2021-11-08T15:52:56ZExperimental Study of the Performance of Two-way RC Slabs Retrofitted with High Performance Fibre Reinforced Cement Composite (HPFRCC) prefabricated laminates2476-39772538-261610.22065/jsce.2018.120672.1480https://doaj.org/article/a7d3c1e9fed8476b854686254f17a7df2019-12-01T00:00:00Zhttps://www.jsce.ir/article_65636_2fe2045ce3e9907bc696f01d19a3cd54.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Reinforced concrete structures need to be strengthened and retrofitted for various reasons, including errors during design and/or construction, and in most cases reinforcement of structural elements is much more economical than rebuilding the structure. Using HPFRCC with tensile stiffening behaviour has been developed to reinforce the concrete structures over the recent few years. In this paper, the usage possibility of HPFRCC for reinforcing two-way reinforced concrete slabs has been studied. .A total of five two-way slabs were constructed and tested to reach the rupture stage , that one of not reinforced slabs as control slab, and the rest of the slabs were reinforced in various forms. The reinforcements were carried out in two ways, once by installing veneer in the tensile area and once by installing veneer in both tensile area and compression area each time with different percentages of the fibres. The behaviour of bending and cracking, yielding and rupture of the laboratory samples were evaluated. The results revealed that the installation of pre-fabricated laminates of HPFRCC significantly improved the bending performance of reinforced slabs, so that the deformability, energy absorbance value, resistance to cracking and initial hardness of the slabs was increased and the crack width decreased. Therefore, they can be used to reinforce the weak slabs.M. Mahdi Fallah BafghiMohammad Kazem SharbatdarAli KheyroddinIranian Society of Structrual Engineering (ISSE)article"two-way slab""pps fibres""reinforcement""hpfrcc""bending performance"Bridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 6, Iss شماره ویژه 4, Pp 245-262 (2019)
institution DOAJ
collection DOAJ
language FA
topic "two-way slab"
"pps fibres"
"reinforcement"
"hpfrcc"
"bending performance"
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle "two-way slab"
"pps fibres"
"reinforcement"
"hpfrcc"
"bending performance"
Bridge engineering
TG1-470
Building construction
TH1-9745
M. Mahdi Fallah Bafghi
Mohammad Kazem Sharbatdar
Ali Kheyroddin
Experimental Study of the Performance of Two-way RC Slabs Retrofitted with High Performance Fibre Reinforced Cement Composite (HPFRCC) prefabricated laminates
description Reinforced concrete structures need to be strengthened and retrofitted for various reasons, including errors during design and/or construction, and in most cases reinforcement of structural elements is much more economical than rebuilding the structure. Using HPFRCC with tensile stiffening behaviour has been developed to reinforce the concrete structures over the recent few years. In this paper, the usage possibility of HPFRCC for reinforcing two-way reinforced concrete slabs has been studied. .A total of five two-way slabs were constructed and tested to reach the rupture stage , that one of not reinforced slabs as control slab, and the rest of the slabs were reinforced in various forms. The reinforcements were carried out in two ways, once by installing veneer in the tensile area and once by installing veneer in both tensile area and compression area each time with different percentages of the fibres. The behaviour of bending and cracking, yielding and rupture of the laboratory samples were evaluated. The results revealed that the installation of pre-fabricated laminates of HPFRCC significantly improved the bending performance of reinforced slabs, so that the deformability, energy absorbance value, resistance to cracking and initial hardness of the slabs was increased and the crack width decreased. Therefore, they can be used to reinforce the weak slabs.
format article
author M. Mahdi Fallah Bafghi
Mohammad Kazem Sharbatdar
Ali Kheyroddin
author_facet M. Mahdi Fallah Bafghi
Mohammad Kazem Sharbatdar
Ali Kheyroddin
author_sort M. Mahdi Fallah Bafghi
title Experimental Study of the Performance of Two-way RC Slabs Retrofitted with High Performance Fibre Reinforced Cement Composite (HPFRCC) prefabricated laminates
title_short Experimental Study of the Performance of Two-way RC Slabs Retrofitted with High Performance Fibre Reinforced Cement Composite (HPFRCC) prefabricated laminates
title_full Experimental Study of the Performance of Two-way RC Slabs Retrofitted with High Performance Fibre Reinforced Cement Composite (HPFRCC) prefabricated laminates
title_fullStr Experimental Study of the Performance of Two-way RC Slabs Retrofitted with High Performance Fibre Reinforced Cement Composite (HPFRCC) prefabricated laminates
title_full_unstemmed Experimental Study of the Performance of Two-way RC Slabs Retrofitted with High Performance Fibre Reinforced Cement Composite (HPFRCC) prefabricated laminates
title_sort experimental study of the performance of two-way rc slabs retrofitted with high performance fibre reinforced cement composite (hpfrcc) prefabricated laminates
publisher Iranian Society of Structrual Engineering (ISSE)
publishDate 2019
url https://doaj.org/article/a7d3c1e9fed8476b854686254f17a7df
work_keys_str_mv AT mmahdifallahbafghi experimentalstudyoftheperformanceoftwowayrcslabsretrofittedwithhighperformancefibrereinforcedcementcompositehpfrccprefabricatedlaminates
AT mohammadkazemsharbatdar experimentalstudyoftheperformanceoftwowayrcslabsretrofittedwithhighperformancefibrereinforcedcementcompositehpfrccprefabricatedlaminates
AT alikheyroddin experimentalstudyoftheperformanceoftwowayrcslabsretrofittedwithhighperformancefibrereinforcedcementcompositehpfrccprefabricatedlaminates
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