Tensile Behavior of Steel-Polypropylene Hybrid Fiber-Reinforced Concrete

The present study deals with the uniaxial tensile behavior of steel-polypropylene hybrid fiber-reinforced concrete (HFRC). The tensile strengths and complete stress-strain responses of HFRC were measured in terms of different volume fraction and aspect ratio. It was observed that the uniaxial tensil...
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Gespeichert in:

Autor*in:	Lihua Xu [verfasserIn] Le Huang Yin Chi Guodong Mei

Format:	Artikel
Sprache:	Englisch

Erschienen:	2016

Schlagwörter:	Tension tests Cement Crack propagation Studies Tensile strength Steel Research Reinforced concrete Aggregates

Übergeordnetes Werk:	Enthalten in: ACI materials journal - Farmington, Mich. : ACI, 1987, 113(2016), 2, Seite 219
Übergeordnetes Werk:	volume:113 ; year:2016 ; number:2 ; pages:219

Links:	Volltext Link aufrufen

DOI / URN:	10.14359/51688641

Katalog-ID:	OLC1973121689

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520			\|a The present study deals with the uniaxial tensile behavior of steel-polypropylene hybrid fiber-reinforced concrete (HFRC). The tensile strengths and complete stress-strain responses of HFRC were measured in terms of different volume fraction and aspect ratio. It was observed that the uniaxial tensile behavior of plain concrete can be significantly improved upon with the addition of hybrid fibers. The steel fiber primarily increases the peak tensile strength, while the polypropylene fiber mainly contributes to increasing residual strength in post-peak response. Subsequently, predictive equations for both the tensile strength and complete stress-strain relation of HFRC were developed, and the results were found in satisfactory agreement with experimental results. Furthermore, a simple elliptic-cap model in tension region was also proposed for the tensile meridian of HFRC within the framework of elastoplasticity, representing a three-dimensional scenario of strength criterion capable of predicting the multiaxial stress state of HFRC in tension region.
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allfields	10.14359/51688641 doi PQ20160430 (DE-627)OLC1973121689 (DE-599)GBVOLC1973121689 (PRQ)proquest_reports_17784070010 (KEY)0158850820160000113000200219tensilebehaviorofsteelpolypropylenehybridfiberrein DE-627 ger DE-627 rakwb eng 690 DNB Lihua Xu verfasserin aut Tensile Behavior of Steel-Polypropylene Hybrid Fiber-Reinforced Concrete 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier The present study deals with the uniaxial tensile behavior of steel-polypropylene hybrid fiber-reinforced concrete (HFRC). The tensile strengths and complete stress-strain responses of HFRC were measured in terms of different volume fraction and aspect ratio. It was observed that the uniaxial tensile behavior of plain concrete can be significantly improved upon with the addition of hybrid fibers. The steel fiber primarily increases the peak tensile strength, while the polypropylene fiber mainly contributes to increasing residual strength in post-peak response. Subsequently, predictive equations for both the tensile strength and complete stress-strain relation of HFRC were developed, and the results were found in satisfactory agreement with experimental results. Furthermore, a simple elliptic-cap model in tension region was also proposed for the tensile meridian of HFRC within the framework of elastoplasticity, representing a three-dimensional scenario of strength criterion capable of predicting the multiaxial stress state of HFRC in tension region. Tension tests Cement Crack propagation Studies Tensile strength Steel Research Reinforced concrete Aggregates Le Huang oth Yin Chi oth Guodong Mei oth Enthalten in ACI materials journal Farmington, Mich. : ACI, 1987 113(2016), 2, Seite 219 (DE-627)130412422 (DE-600)622967-0 (DE-576)015915468 0889-325X nnns volume:113 year:2016 number:2 pages:219 http://dx.doi.org/10.14359/51688641 Volltext http://search.proquest.com/docview/1778407001 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_2354 GBV_ILN_4046 GBV_ILN_4116 GBV_ILN_4266 GBV_ILN_4307 GBV_ILN_4317 AR 113 2016 2 219
spelling	10.14359/51688641 doi PQ20160430 (DE-627)OLC1973121689 (DE-599)GBVOLC1973121689 (PRQ)proquest_reports_17784070010 (KEY)0158850820160000113000200219tensilebehaviorofsteelpolypropylenehybridfiberrein DE-627 ger DE-627 rakwb eng 690 DNB Lihua Xu verfasserin aut Tensile Behavior of Steel-Polypropylene Hybrid Fiber-Reinforced Concrete 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier The present study deals with the uniaxial tensile behavior of steel-polypropylene hybrid fiber-reinforced concrete (HFRC). The tensile strengths and complete stress-strain responses of HFRC were measured in terms of different volume fraction and aspect ratio. It was observed that the uniaxial tensile behavior of plain concrete can be significantly improved upon with the addition of hybrid fibers. The steel fiber primarily increases the peak tensile strength, while the polypropylene fiber mainly contributes to increasing residual strength in post-peak response. Subsequently, predictive equations for both the tensile strength and complete stress-strain relation of HFRC were developed, and the results were found in satisfactory agreement with experimental results. Furthermore, a simple elliptic-cap model in tension region was also proposed for the tensile meridian of HFRC within the framework of elastoplasticity, representing a three-dimensional scenario of strength criterion capable of predicting the multiaxial stress state of HFRC in tension region. Tension tests Cement Crack propagation Studies Tensile strength Steel Research Reinforced concrete Aggregates Le Huang oth Yin Chi oth Guodong Mei oth Enthalten in ACI materials journal Farmington, Mich. : ACI, 1987 113(2016), 2, Seite 219 (DE-627)130412422 (DE-600)622967-0 (DE-576)015915468 0889-325X nnns volume:113 year:2016 number:2 pages:219 http://dx.doi.org/10.14359/51688641 Volltext http://search.proquest.com/docview/1778407001 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_2354 GBV_ILN_4046 GBV_ILN_4116 GBV_ILN_4266 GBV_ILN_4307 GBV_ILN_4317 AR 113 2016 2 219
allfields_unstemmed	10.14359/51688641 doi PQ20160430 (DE-627)OLC1973121689 (DE-599)GBVOLC1973121689 (PRQ)proquest_reports_17784070010 (KEY)0158850820160000113000200219tensilebehaviorofsteelpolypropylenehybridfiberrein DE-627 ger DE-627 rakwb eng 690 DNB Lihua Xu verfasserin aut Tensile Behavior of Steel-Polypropylene Hybrid Fiber-Reinforced Concrete 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier The present study deals with the uniaxial tensile behavior of steel-polypropylene hybrid fiber-reinforced concrete (HFRC). The tensile strengths and complete stress-strain responses of HFRC were measured in terms of different volume fraction and aspect ratio. It was observed that the uniaxial tensile behavior of plain concrete can be significantly improved upon with the addition of hybrid fibers. The steel fiber primarily increases the peak tensile strength, while the polypropylene fiber mainly contributes to increasing residual strength in post-peak response. Subsequently, predictive equations for both the tensile strength and complete stress-strain relation of HFRC were developed, and the results were found in satisfactory agreement with experimental results. Furthermore, a simple elliptic-cap model in tension region was also proposed for the tensile meridian of HFRC within the framework of elastoplasticity, representing a three-dimensional scenario of strength criterion capable of predicting the multiaxial stress state of HFRC in tension region. Tension tests Cement Crack propagation Studies Tensile strength Steel Research Reinforced concrete Aggregates Le Huang oth Yin Chi oth Guodong Mei oth Enthalten in ACI materials journal Farmington, Mich. : ACI, 1987 113(2016), 2, Seite 219 (DE-627)130412422 (DE-600)622967-0 (DE-576)015915468 0889-325X nnns volume:113 year:2016 number:2 pages:219 http://dx.doi.org/10.14359/51688641 Volltext http://search.proquest.com/docview/1778407001 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_2354 GBV_ILN_4046 GBV_ILN_4116 GBV_ILN_4266 GBV_ILN_4307 GBV_ILN_4317 AR 113 2016 2 219
allfieldsGer	10.14359/51688641 doi PQ20160430 (DE-627)OLC1973121689 (DE-599)GBVOLC1973121689 (PRQ)proquest_reports_17784070010 (KEY)0158850820160000113000200219tensilebehaviorofsteelpolypropylenehybridfiberrein DE-627 ger DE-627 rakwb eng 690 DNB Lihua Xu verfasserin aut Tensile Behavior of Steel-Polypropylene Hybrid Fiber-Reinforced Concrete 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier The present study deals with the uniaxial tensile behavior of steel-polypropylene hybrid fiber-reinforced concrete (HFRC). The tensile strengths and complete stress-strain responses of HFRC were measured in terms of different volume fraction and aspect ratio. It was observed that the uniaxial tensile behavior of plain concrete can be significantly improved upon with the addition of hybrid fibers. The steel fiber primarily increases the peak tensile strength, while the polypropylene fiber mainly contributes to increasing residual strength in post-peak response. Subsequently, predictive equations for both the tensile strength and complete stress-strain relation of HFRC were developed, and the results were found in satisfactory agreement with experimental results. Furthermore, a simple elliptic-cap model in tension region was also proposed for the tensile meridian of HFRC within the framework of elastoplasticity, representing a three-dimensional scenario of strength criterion capable of predicting the multiaxial stress state of HFRC in tension region. Tension tests Cement Crack propagation Studies Tensile strength Steel Research Reinforced concrete Aggregates Le Huang oth Yin Chi oth Guodong Mei oth Enthalten in ACI materials journal Farmington, Mich. : ACI, 1987 113(2016), 2, Seite 219 (DE-627)130412422 (DE-600)622967-0 (DE-576)015915468 0889-325X nnns volume:113 year:2016 number:2 pages:219 http://dx.doi.org/10.14359/51688641 Volltext http://search.proquest.com/docview/1778407001 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_2354 GBV_ILN_4046 GBV_ILN_4116 GBV_ILN_4266 GBV_ILN_4307 GBV_ILN_4317 AR 113 2016 2 219
allfieldsSound	10.14359/51688641 doi PQ20160430 (DE-627)OLC1973121689 (DE-599)GBVOLC1973121689 (PRQ)proquest_reports_17784070010 (KEY)0158850820160000113000200219tensilebehaviorofsteelpolypropylenehybridfiberrein DE-627 ger DE-627 rakwb eng 690 DNB Lihua Xu verfasserin aut Tensile Behavior of Steel-Polypropylene Hybrid Fiber-Reinforced Concrete 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier The present study deals with the uniaxial tensile behavior of steel-polypropylene hybrid fiber-reinforced concrete (HFRC). The tensile strengths and complete stress-strain responses of HFRC were measured in terms of different volume fraction and aspect ratio. It was observed that the uniaxial tensile behavior of plain concrete can be significantly improved upon with the addition of hybrid fibers. The steel fiber primarily increases the peak tensile strength, while the polypropylene fiber mainly contributes to increasing residual strength in post-peak response. Subsequently, predictive equations for both the tensile strength and complete stress-strain relation of HFRC were developed, and the results were found in satisfactory agreement with experimental results. Furthermore, a simple elliptic-cap model in tension region was also proposed for the tensile meridian of HFRC within the framework of elastoplasticity, representing a three-dimensional scenario of strength criterion capable of predicting the multiaxial stress state of HFRC in tension region. Tension tests Cement Crack propagation Studies Tensile strength Steel Research Reinforced concrete Aggregates Le Huang oth Yin Chi oth Guodong Mei oth Enthalten in ACI materials journal Farmington, Mich. : ACI, 1987 113(2016), 2, Seite 219 (DE-627)130412422 (DE-600)622967-0 (DE-576)015915468 0889-325X nnns volume:113 year:2016 number:2 pages:219 http://dx.doi.org/10.14359/51688641 Volltext http://search.proquest.com/docview/1778407001 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_2354 GBV_ILN_4046 GBV_ILN_4116 GBV_ILN_4266 GBV_ILN_4307 GBV_ILN_4317 AR 113 2016 2 219
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title	Tensile Behavior of Steel-Polypropylene Hybrid Fiber-Reinforced Concrete
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title_full	Tensile Behavior of Steel-Polypropylene Hybrid Fiber-Reinforced Concrete
author_sort	Lihua Xu
journal	ACI materials journal
journalStr	ACI materials journal
lang_code	eng
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dewey-hundreds	600 - Technology
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container_start_page	219
author_browse	Lihua Xu
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author-letter	Lihua Xu
doi_str_mv	10.14359/51688641
dewey-full	690
title_sort	tensile behavior of steel-polypropylene hybrid fiber-reinforced concrete
title_auth	Tensile Behavior of Steel-Polypropylene Hybrid Fiber-Reinforced Concrete
abstract	The present study deals with the uniaxial tensile behavior of steel-polypropylene hybrid fiber-reinforced concrete (HFRC). The tensile strengths and complete stress-strain responses of HFRC were measured in terms of different volume fraction and aspect ratio. It was observed that the uniaxial tensile behavior of plain concrete can be significantly improved upon with the addition of hybrid fibers. The steel fiber primarily increases the peak tensile strength, while the polypropylene fiber mainly contributes to increasing residual strength in post-peak response. Subsequently, predictive equations for both the tensile strength and complete stress-strain relation of HFRC were developed, and the results were found in satisfactory agreement with experimental results. Furthermore, a simple elliptic-cap model in tension region was also proposed for the tensile meridian of HFRC within the framework of elastoplasticity, representing a three-dimensional scenario of strength criterion capable of predicting the multiaxial stress state of HFRC in tension region.
abstractGer	The present study deals with the uniaxial tensile behavior of steel-polypropylene hybrid fiber-reinforced concrete (HFRC). The tensile strengths and complete stress-strain responses of HFRC were measured in terms of different volume fraction and aspect ratio. It was observed that the uniaxial tensile behavior of plain concrete can be significantly improved upon with the addition of hybrid fibers. The steel fiber primarily increases the peak tensile strength, while the polypropylene fiber mainly contributes to increasing residual strength in post-peak response. Subsequently, predictive equations for both the tensile strength and complete stress-strain relation of HFRC were developed, and the results were found in satisfactory agreement with experimental results. Furthermore, a simple elliptic-cap model in tension region was also proposed for the tensile meridian of HFRC within the framework of elastoplasticity, representing a three-dimensional scenario of strength criterion capable of predicting the multiaxial stress state of HFRC in tension region.
abstract_unstemmed	The present study deals with the uniaxial tensile behavior of steel-polypropylene hybrid fiber-reinforced concrete (HFRC). The tensile strengths and complete stress-strain responses of HFRC were measured in terms of different volume fraction and aspect ratio. It was observed that the uniaxial tensile behavior of plain concrete can be significantly improved upon with the addition of hybrid fibers. The steel fiber primarily increases the peak tensile strength, while the polypropylene fiber mainly contributes to increasing residual strength in post-peak response. Subsequently, predictive equations for both the tensile strength and complete stress-strain relation of HFRC were developed, and the results were found in satisfactory agreement with experimental results. Furthermore, a simple elliptic-cap model in tension region was also proposed for the tensile meridian of HFRC within the framework of elastoplasticity, representing a three-dimensional scenario of strength criterion capable of predicting the multiaxial stress state of HFRC in tension region.
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container_issue	2
title_short	Tensile Behavior of Steel-Polypropylene Hybrid Fiber-Reinforced Concrete
url	http://dx.doi.org/10.14359/51688641 http://search.proquest.com/docview/1778407001
remote_bool	false
author2	Le Huang Yin Chi Guodong Mei
author2Str	Le Huang Yin Chi Guodong Mei
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doi_str	10.14359/51688641
up_date	2024-07-04T01:40:55.923Z
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