Impact of Rubber Content on Performance of Ultra-High-Performance Rubberised Concrete (UHPRuC)

Abstract This study investigated the effect of rubber content on the mechanical characteristics of ultra-high-performance rubberised concrete (UHPRuC). The results revealed a distinctive non-linear decrease in the dry density of UHPRuC as the rubber content increased. Notably, lower rubber content l...
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Gespeichert in:

Autor*in:	Pham, Thong M. [verfasserIn] Lee, Josh [verfasserIn] Pournasiri, Emad [verfasserIn] Li, Jun [verfasserIn] Peng, Zhen [verfasserIn] Bi, Kaiming [verfasserIn] Tran, Tung M. [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2024

Schlagwörter:	Ultra-high-performance concrete Rubberised concrete Damping Green concrete

Anmerkung:	© The Author(s) 2024

Übergeordnetes Werk:	Enthalten in: International journal of concrete structures and materials - Springer Nature Singapore, 2012, 18(2024), 1 vom: 09. Sept.
Übergeordnetes Werk:	volume:18 ; year:2024 ; number:1 ; day:09 ; month:09

Links:	Volltext

DOI / URN:	10.1186/s40069-024-00688-7

Katalog-ID:	SPR057250847

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allfields	10.1186/s40069-024-00688-7 doi (DE-627)SPR057250847 (SPR)s40069-024-00688-7-e DE-627 ger DE-627 rakwb eng 600 690 VZ Pham, Thong M. verfasserin aut Impact of Rubber Content on Performance of Ultra-High-Performance Rubberised Concrete (UHPRuC) 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) 2024 Abstract This study investigated the effect of rubber content on the mechanical characteristics of ultra-high-performance rubberised concrete (UHPRuC). The results revealed a distinctive non-linear decrease in the dry density of UHPRuC as the rubber content increased. Notably, lower rubber content led to a columnar failure mode, while higher content (≥ 20%) exhibited a mixed failure mode with vertical cracking and diagonal fracture. Importantly, the compressive strength showed minimal reduction compared to conventional concrete, presenting a remarkable 50% mitigation of strength reduction compared to previous studies. Utilising reference concrete with robust bond strength proved highly effective in preserving strength in rubberized concrete. Despite its effectiveness in mitigating compressive strength reduction, UHPC could not effectively offset flexural strength loss, which ranged from 1.5 to 3 times that of compressive strength loss. The addition of rubber aggregate in UHPC reduced the peak flexural strength, residual strength, and flexural toughness at a similar rate, while significantly increasing the vibration decaying rate. Incorporating 40% rubber in UHPRuC reduced the $ eCO_{2} $ up to 37%. Our findings emphasise the importance of reference concrete with good bond strength and shows that the addition of rubber aggregate in UHPC leads to reductions in strength but increases the energy-dissipating capacity. Ultra-high-performance concrete (dpeaa)DE-He213 Rubberised concrete (dpeaa)DE-He213 Damping (dpeaa)DE-He213 Green concrete (dpeaa)DE-He213 Lee, Josh verfasserin aut Pournasiri, Emad verfasserin aut Li, Jun verfasserin aut Peng, Zhen verfasserin aut Bi, Kaiming verfasserin aut Tran, Tung M. verfasserin (orcid)0000-0001-5110-3702 aut Enthalten in International journal of concrete structures and materials Springer Nature Singapore, 2012 18(2024), 1 vom: 09. Sept. (DE-627)752436694 (DE-600)2724363-1 2234-1315 nnns volume:18 year:2024 number:1 day:09 month:09 https://dx.doi.org/10.1186/s40069-024-00688-7 X:SPRINGER Resolving-System kostenfrei Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 18 2024 1 09 09
spelling	10.1186/s40069-024-00688-7 doi (DE-627)SPR057250847 (SPR)s40069-024-00688-7-e DE-627 ger DE-627 rakwb eng 600 690 VZ Pham, Thong M. verfasserin aut Impact of Rubber Content on Performance of Ultra-High-Performance Rubberised Concrete (UHPRuC) 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) 2024 Abstract This study investigated the effect of rubber content on the mechanical characteristics of ultra-high-performance rubberised concrete (UHPRuC). The results revealed a distinctive non-linear decrease in the dry density of UHPRuC as the rubber content increased. Notably, lower rubber content led to a columnar failure mode, while higher content (≥ 20%) exhibited a mixed failure mode with vertical cracking and diagonal fracture. Importantly, the compressive strength showed minimal reduction compared to conventional concrete, presenting a remarkable 50% mitigation of strength reduction compared to previous studies. Utilising reference concrete with robust bond strength proved highly effective in preserving strength in rubberized concrete. Despite its effectiveness in mitigating compressive strength reduction, UHPC could not effectively offset flexural strength loss, which ranged from 1.5 to 3 times that of compressive strength loss. The addition of rubber aggregate in UHPC reduced the peak flexural strength, residual strength, and flexural toughness at a similar rate, while significantly increasing the vibration decaying rate. Incorporating 40% rubber in UHPRuC reduced the $ eCO_{2} $ up to 37%. Our findings emphasise the importance of reference concrete with good bond strength and shows that the addition of rubber aggregate in UHPC leads to reductions in strength but increases the energy-dissipating capacity. Ultra-high-performance concrete (dpeaa)DE-He213 Rubberised concrete (dpeaa)DE-He213 Damping (dpeaa)DE-He213 Green concrete (dpeaa)DE-He213 Lee, Josh verfasserin aut Pournasiri, Emad verfasserin aut Li, Jun verfasserin aut Peng, Zhen verfasserin aut Bi, Kaiming verfasserin aut Tran, Tung M. verfasserin (orcid)0000-0001-5110-3702 aut Enthalten in International journal of concrete structures and materials Springer Nature Singapore, 2012 18(2024), 1 vom: 09. Sept. (DE-627)752436694 (DE-600)2724363-1 2234-1315 nnns volume:18 year:2024 number:1 day:09 month:09 https://dx.doi.org/10.1186/s40069-024-00688-7 X:SPRINGER Resolving-System kostenfrei Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 18 2024 1 09 09
allfields_unstemmed	10.1186/s40069-024-00688-7 doi (DE-627)SPR057250847 (SPR)s40069-024-00688-7-e DE-627 ger DE-627 rakwb eng 600 690 VZ Pham, Thong M. verfasserin aut Impact of Rubber Content on Performance of Ultra-High-Performance Rubberised Concrete (UHPRuC) 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) 2024 Abstract This study investigated the effect of rubber content on the mechanical characteristics of ultra-high-performance rubberised concrete (UHPRuC). The results revealed a distinctive non-linear decrease in the dry density of UHPRuC as the rubber content increased. Notably, lower rubber content led to a columnar failure mode, while higher content (≥ 20%) exhibited a mixed failure mode with vertical cracking and diagonal fracture. Importantly, the compressive strength showed minimal reduction compared to conventional concrete, presenting a remarkable 50% mitigation of strength reduction compared to previous studies. Utilising reference concrete with robust bond strength proved highly effective in preserving strength in rubberized concrete. Despite its effectiveness in mitigating compressive strength reduction, UHPC could not effectively offset flexural strength loss, which ranged from 1.5 to 3 times that of compressive strength loss. The addition of rubber aggregate in UHPC reduced the peak flexural strength, residual strength, and flexural toughness at a similar rate, while significantly increasing the vibration decaying rate. Incorporating 40% rubber in UHPRuC reduced the $ eCO_{2} $ up to 37%. Our findings emphasise the importance of reference concrete with good bond strength and shows that the addition of rubber aggregate in UHPC leads to reductions in strength but increases the energy-dissipating capacity. Ultra-high-performance concrete (dpeaa)DE-He213 Rubberised concrete (dpeaa)DE-He213 Damping (dpeaa)DE-He213 Green concrete (dpeaa)DE-He213 Lee, Josh verfasserin aut Pournasiri, Emad verfasserin aut Li, Jun verfasserin aut Peng, Zhen verfasserin aut Bi, Kaiming verfasserin aut Tran, Tung M. verfasserin (orcid)0000-0001-5110-3702 aut Enthalten in International journal of concrete structures and materials Springer Nature Singapore, 2012 18(2024), 1 vom: 09. Sept. (DE-627)752436694 (DE-600)2724363-1 2234-1315 nnns volume:18 year:2024 number:1 day:09 month:09 https://dx.doi.org/10.1186/s40069-024-00688-7 X:SPRINGER Resolving-System kostenfrei Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 18 2024 1 09 09
allfieldsGer	10.1186/s40069-024-00688-7 doi (DE-627)SPR057250847 (SPR)s40069-024-00688-7-e DE-627 ger DE-627 rakwb eng 600 690 VZ Pham, Thong M. verfasserin aut Impact of Rubber Content on Performance of Ultra-High-Performance Rubberised Concrete (UHPRuC) 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) 2024 Abstract This study investigated the effect of rubber content on the mechanical characteristics of ultra-high-performance rubberised concrete (UHPRuC). The results revealed a distinctive non-linear decrease in the dry density of UHPRuC as the rubber content increased. Notably, lower rubber content led to a columnar failure mode, while higher content (≥ 20%) exhibited a mixed failure mode with vertical cracking and diagonal fracture. Importantly, the compressive strength showed minimal reduction compared to conventional concrete, presenting a remarkable 50% mitigation of strength reduction compared to previous studies. Utilising reference concrete with robust bond strength proved highly effective in preserving strength in rubberized concrete. Despite its effectiveness in mitigating compressive strength reduction, UHPC could not effectively offset flexural strength loss, which ranged from 1.5 to 3 times that of compressive strength loss. The addition of rubber aggregate in UHPC reduced the peak flexural strength, residual strength, and flexural toughness at a similar rate, while significantly increasing the vibration decaying rate. Incorporating 40% rubber in UHPRuC reduced the $ eCO_{2} $ up to 37%. Our findings emphasise the importance of reference concrete with good bond strength and shows that the addition of rubber aggregate in UHPC leads to reductions in strength but increases the energy-dissipating capacity. Ultra-high-performance concrete (dpeaa)DE-He213 Rubberised concrete (dpeaa)DE-He213 Damping (dpeaa)DE-He213 Green concrete (dpeaa)DE-He213 Lee, Josh verfasserin aut Pournasiri, Emad verfasserin aut Li, Jun verfasserin aut Peng, Zhen verfasserin aut Bi, Kaiming verfasserin aut Tran, Tung M. verfasserin (orcid)0000-0001-5110-3702 aut Enthalten in International journal of concrete structures and materials Springer Nature Singapore, 2012 18(2024), 1 vom: 09. Sept. (DE-627)752436694 (DE-600)2724363-1 2234-1315 nnns volume:18 year:2024 number:1 day:09 month:09 https://dx.doi.org/10.1186/s40069-024-00688-7 X:SPRINGER Resolving-System kostenfrei Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 18 2024 1 09 09
allfieldsSound	10.1186/s40069-024-00688-7 doi (DE-627)SPR057250847 (SPR)s40069-024-00688-7-e DE-627 ger DE-627 rakwb eng 600 690 VZ Pham, Thong M. verfasserin aut Impact of Rubber Content on Performance of Ultra-High-Performance Rubberised Concrete (UHPRuC) 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) 2024 Abstract This study investigated the effect of rubber content on the mechanical characteristics of ultra-high-performance rubberised concrete (UHPRuC). The results revealed a distinctive non-linear decrease in the dry density of UHPRuC as the rubber content increased. Notably, lower rubber content led to a columnar failure mode, while higher content (≥ 20%) exhibited a mixed failure mode with vertical cracking and diagonal fracture. Importantly, the compressive strength showed minimal reduction compared to conventional concrete, presenting a remarkable 50% mitigation of strength reduction compared to previous studies. Utilising reference concrete with robust bond strength proved highly effective in preserving strength in rubberized concrete. Despite its effectiveness in mitigating compressive strength reduction, UHPC could not effectively offset flexural strength loss, which ranged from 1.5 to 3 times that of compressive strength loss. The addition of rubber aggregate in UHPC reduced the peak flexural strength, residual strength, and flexural toughness at a similar rate, while significantly increasing the vibration decaying rate. Incorporating 40% rubber in UHPRuC reduced the $ eCO_{2} $ up to 37%. Our findings emphasise the importance of reference concrete with good bond strength and shows that the addition of rubber aggregate in UHPC leads to reductions in strength but increases the energy-dissipating capacity. Ultra-high-performance concrete (dpeaa)DE-He213 Rubberised concrete (dpeaa)DE-He213 Damping (dpeaa)DE-He213 Green concrete (dpeaa)DE-He213 Lee, Josh verfasserin aut Pournasiri, Emad verfasserin aut Li, Jun verfasserin aut Peng, Zhen verfasserin aut Bi, Kaiming verfasserin aut Tran, Tung M. verfasserin (orcid)0000-0001-5110-3702 aut Enthalten in International journal of concrete structures and materials Springer Nature Singapore, 2012 18(2024), 1 vom: 09. Sept. (DE-627)752436694 (DE-600)2724363-1 2234-1315 nnns volume:18 year:2024 number:1 day:09 month:09 https://dx.doi.org/10.1186/s40069-024-00688-7 X:SPRINGER Resolving-System kostenfrei Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 18 2024 1 09 09
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author	Pham, Thong M.
spellingShingle	Pham, Thong M. ddc 600 misc Ultra-high-performance concrete misc Rubberised concrete misc Damping misc Green concrete Impact of Rubber Content on Performance of Ultra-High-Performance Rubberised Concrete (UHPRuC)
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topic_title	600 690 VZ Impact of Rubber Content on Performance of Ultra-High-Performance Rubberised Concrete (UHPRuC) Ultra-high-performance concrete (dpeaa)DE-He213 Rubberised concrete (dpeaa)DE-He213 Damping (dpeaa)DE-He213 Green concrete (dpeaa)DE-He213
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title	Impact of Rubber Content on Performance of Ultra-High-Performance Rubberised Concrete (UHPRuC)
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title_full	Impact of Rubber Content on Performance of Ultra-High-Performance Rubberised Concrete (UHPRuC)
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title_sort	impact of rubber content on performance of ultra-high-performance rubberised concrete (uhpruc)
title_auth	Impact of Rubber Content on Performance of Ultra-High-Performance Rubberised Concrete (UHPRuC)
abstract	Abstract This study investigated the effect of rubber content on the mechanical characteristics of ultra-high-performance rubberised concrete (UHPRuC). The results revealed a distinctive non-linear decrease in the dry density of UHPRuC as the rubber content increased. Notably, lower rubber content led to a columnar failure mode, while higher content (≥ 20%) exhibited a mixed failure mode with vertical cracking and diagonal fracture. Importantly, the compressive strength showed minimal reduction compared to conventional concrete, presenting a remarkable 50% mitigation of strength reduction compared to previous studies. Utilising reference concrete with robust bond strength proved highly effective in preserving strength in rubberized concrete. Despite its effectiveness in mitigating compressive strength reduction, UHPC could not effectively offset flexural strength loss, which ranged from 1.5 to 3 times that of compressive strength loss. The addition of rubber aggregate in UHPC reduced the peak flexural strength, residual strength, and flexural toughness at a similar rate, while significantly increasing the vibration decaying rate. Incorporating 40% rubber in UHPRuC reduced the $ eCO_{2} $ up to 37%. Our findings emphasise the importance of reference concrete with good bond strength and shows that the addition of rubber aggregate in UHPC leads to reductions in strength but increases the energy-dissipating capacity. © The Author(s) 2024
abstractGer	Abstract This study investigated the effect of rubber content on the mechanical characteristics of ultra-high-performance rubberised concrete (UHPRuC). The results revealed a distinctive non-linear decrease in the dry density of UHPRuC as the rubber content increased. Notably, lower rubber content led to a columnar failure mode, while higher content (≥ 20%) exhibited a mixed failure mode with vertical cracking and diagonal fracture. Importantly, the compressive strength showed minimal reduction compared to conventional concrete, presenting a remarkable 50% mitigation of strength reduction compared to previous studies. Utilising reference concrete with robust bond strength proved highly effective in preserving strength in rubberized concrete. Despite its effectiveness in mitigating compressive strength reduction, UHPC could not effectively offset flexural strength loss, which ranged from 1.5 to 3 times that of compressive strength loss. The addition of rubber aggregate in UHPC reduced the peak flexural strength, residual strength, and flexural toughness at a similar rate, while significantly increasing the vibration decaying rate. Incorporating 40% rubber in UHPRuC reduced the $ eCO_{2} $ up to 37%. Our findings emphasise the importance of reference concrete with good bond strength and shows that the addition of rubber aggregate in UHPC leads to reductions in strength but increases the energy-dissipating capacity. © The Author(s) 2024
abstract_unstemmed	Abstract This study investigated the effect of rubber content on the mechanical characteristics of ultra-high-performance rubberised concrete (UHPRuC). The results revealed a distinctive non-linear decrease in the dry density of UHPRuC as the rubber content increased. Notably, lower rubber content led to a columnar failure mode, while higher content (≥ 20%) exhibited a mixed failure mode with vertical cracking and diagonal fracture. Importantly, the compressive strength showed minimal reduction compared to conventional concrete, presenting a remarkable 50% mitigation of strength reduction compared to previous studies. Utilising reference concrete with robust bond strength proved highly effective in preserving strength in rubberized concrete. Despite its effectiveness in mitigating compressive strength reduction, UHPC could not effectively offset flexural strength loss, which ranged from 1.5 to 3 times that of compressive strength loss. The addition of rubber aggregate in UHPC reduced the peak flexural strength, residual strength, and flexural toughness at a similar rate, while significantly increasing the vibration decaying rate. Incorporating 40% rubber in UHPRuC reduced the $ eCO_{2} $ up to 37%. Our findings emphasise the importance of reference concrete with good bond strength and shows that the addition of rubber aggregate in UHPC leads to reductions in strength but increases the energy-dissipating capacity. © The Author(s) 2024
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title_short	Impact of Rubber Content on Performance of Ultra-High-Performance Rubberised Concrete (UHPRuC)
url	https://dx.doi.org/10.1186/s40069-024-00688-7
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author2	Lee, Josh Pournasiri, Emad Li, Jun Peng, Zhen Bi, Kaiming Tran, Tung M.
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up_date	2024-09-09T04:47:07.763Z
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Incorporating 40% rubber in UHPRuC reduced the $ eCO_{2} $ up to 37%. 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Impact of Rubber Content on Performance of Ultra-High-Performance Rubberised Concrete (UHPRuC)

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