Influence of the Chloride Attack on the Post-Cracking Behavior of Recycled Steel Fiber Reinforced Concrete
The main purpose of the present work is to study the mechanical behavior and durability performance of recycled steel fiber reinforced concrete (RSFRC) under a chloride environment. To this end, the effect of chloride attack on the load-carrying capacity of pre-cracked RSFRC round panels is investig...
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| Format: | Article |
| Language: | English |
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MDPI AG
2021-03-01
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| Series: | Materials |
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| Online Access: | https://www.mdpi.com/1996-1944/14/5/1279 |
| _version_ | 1797412444844326912 |
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| author | Cristina Frazão Joaquim Barros José Alexandre Bogas |
| author_facet | Cristina Frazão Joaquim Barros José Alexandre Bogas |
| author_sort | Cristina Frazão |
| collection | DOAJ |
| description | The main purpose of the present work is to study the mechanical behavior and durability performance of recycled steel fiber reinforced concrete (RSFRC) under a chloride environment. To this end, the effect of chloride attack on the load-carrying capacity of pre-cracked RSFRC round panels is investigated by performing round panel tests supported on three points (RPT-3ps), considering the influence of the crack width and the fiber distribution/orientation profile. In addition, the influence of the adopted chloride exposure conditions on the post-cracking constitutive laws of the developed RSFRC is also assessed by performing numerical simulations for the prediction of the long-term performance of RSFRC under these aggressive conditions. The tensile stress–crack width relationship of RSFRC is derived by performing an inverse analysis with the RPT-3ps results. The obtained experimental and numerical results show a negligible effect of the chloride attack on the post-cracking behavior of RSFRC for the chloride exposure conditions and pre-crack width levels adopted in this study. |
| first_indexed | 2024-03-09T05:02:09Z |
| format | Article |
| id | doaj.art-83af4b6f3ac64e2daa38ad09d1e5c91e |
| institution | Directory Open Access Journal |
| issn | 1996-1944 |
| language | English |
| last_indexed | 2024-03-09T05:02:09Z |
| publishDate | 2021-03-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Materials |
| spelling | doaj.art-83af4b6f3ac64e2daa38ad09d1e5c91e2023-12-03T12:58:44ZengMDPI AGMaterials1996-19442021-03-01145127910.3390/ma14051279Influence of the Chloride Attack on the Post-Cracking Behavior of Recycled Steel Fiber Reinforced ConcreteCristina Frazão0Joaquim Barros1José Alexandre Bogas2Institute for Sustainability and Innovation in Structural Engineering (ISISE), Department of Civil Engineering, School of Engineering, University of Minho, 4800-058 Guimarães, PortugalInstitute for Sustainability and Innovation in Structural Engineering (ISISE), Department of Civil Engineering, School of Engineering, University of Minho, 4800-058 Guimarães, PortugalCivil Engineering Research and Innovation for Sustainability (CERIS), Department of Civil Engineering, Architecture and Georesources, Instituto Superior Técnico, University of Lisbon, 1049-001 Lisbon, PortugalThe main purpose of the present work is to study the mechanical behavior and durability performance of recycled steel fiber reinforced concrete (RSFRC) under a chloride environment. To this end, the effect of chloride attack on the load-carrying capacity of pre-cracked RSFRC round panels is investigated by performing round panel tests supported on three points (RPT-3ps), considering the influence of the crack width and the fiber distribution/orientation profile. In addition, the influence of the adopted chloride exposure conditions on the post-cracking constitutive laws of the developed RSFRC is also assessed by performing numerical simulations for the prediction of the long-term performance of RSFRC under these aggressive conditions. The tensile stress–crack width relationship of RSFRC is derived by performing an inverse analysis with the RPT-3ps results. The obtained experimental and numerical results show a negligible effect of the chloride attack on the post-cracking behavior of RSFRC for the chloride exposure conditions and pre-crack width levels adopted in this study.https://www.mdpi.com/1996-1944/14/5/1279RSFRCrecycled steel fiberschloride-induced corrosionpost-cracking behaviorconstitutive laws |
| spellingShingle | Cristina Frazão Joaquim Barros José Alexandre Bogas Influence of the Chloride Attack on the Post-Cracking Behavior of Recycled Steel Fiber Reinforced Concrete Materials RSFRC recycled steel fibers chloride-induced corrosion post-cracking behavior constitutive laws |
| title | Influence of the Chloride Attack on the Post-Cracking Behavior of Recycled Steel Fiber Reinforced Concrete |
| title_full | Influence of the Chloride Attack on the Post-Cracking Behavior of Recycled Steel Fiber Reinforced Concrete |
| title_fullStr | Influence of the Chloride Attack on the Post-Cracking Behavior of Recycled Steel Fiber Reinforced Concrete |
| title_full_unstemmed | Influence of the Chloride Attack on the Post-Cracking Behavior of Recycled Steel Fiber Reinforced Concrete |
| title_short | Influence of the Chloride Attack on the Post-Cracking Behavior of Recycled Steel Fiber Reinforced Concrete |
| title_sort | influence of the chloride attack on the post cracking behavior of recycled steel fiber reinforced concrete |
| topic | RSFRC recycled steel fibers chloride-induced corrosion post-cracking behavior constitutive laws |
| url | https://www.mdpi.com/1996-1944/14/5/1279 |
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