Dynamic Responses of Blast-Loaded Shallow Buried Concrete Arches Strengthened with BFRP Bars

This paper proposes a prefabricated basalt fiber reinforced polymer (BFRP) bars reinforcement of a concrete arch structure with superior performance in the field of protection engineering. To study the anti-blast performance of the shallow-buried BFRP bars concrete arch (BBCA), a multi-parameter com...
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Gespeichert in:

Autor*in:	Jianqin Wu [verfasserIn] Jiannan Zhou [verfasserIn] Ying Xu [verfasserIn] Xinli Kong [verfasserIn] Peng Wang [verfasserIn] Bo Wang [verfasserIn] Chengjie Zhao [verfasserIn] Fengnian Jin [verfasserIn] Wenye Wang [verfasserIn] Fengxia Wang [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2022

Schlagwörter:	concrete arch BFRP bars blast resistance damage

Übergeordnetes Werk:	In: Materials - MDPI AG, 2009, 15(2022), 2, p 535
Übergeordnetes Werk:	volume:15 ; year:2022 ; number:2, p 535

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3390/ma15020535

Katalog-ID:	DOAJ012126055

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allfields	10.3390/ma15020535 doi (DE-627)DOAJ012126055 (DE-599)DOAJ5d73cc769af441ab863eab9a34ad311a DE-627 ger DE-627 rakwb eng TK1-9971 TA1-2040 QH201-278.5 QC120-168.85 Jianqin Wu verfasserin aut Dynamic Responses of Blast-Loaded Shallow Buried Concrete Arches Strengthened with BFRP Bars 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper proposes a prefabricated basalt fiber reinforced polymer (BFRP) bars reinforcement of a concrete arch structure with superior performance in the field of protection engineering. To study the anti-blast performance of the shallow-buried BFRP bars concrete arch (BBCA), a multi-parameter comparative analysis was conducted employing the LS-DYNA numerical method, which was verified by the results of the field explosion experiments. By analyzing the pressure, displacement, acceleration of the arch, and the strain of the BFRP bars, the dynamic response of the arch was obtained. This study showed that BFRP bars could significantly optimize the dynamic responses of blast-loaded concrete arches. The damage of exploded BBCA was divided into five levels: no damage, slight damage, obvious damage, severe damage, and collapse. BFRP bars could effectively mitigate the degree of damage of shallow-buried underground protective arch structures under the explosive loads. According to the research results, it was feasible for BFRP bars to be used in the construction of shallow buried concrete protective arch structures, especially in the coastal environments. concrete arch BFRP bars blast resistance damage Technology T Electrical engineering. Electronics. Nuclear engineering Engineering (General). Civil engineering (General) Microscopy Descriptive and experimental mechanics Jiannan Zhou verfasserin aut Ying Xu verfasserin aut Xinli Kong verfasserin aut Peng Wang verfasserin aut Bo Wang verfasserin aut Chengjie Zhao verfasserin aut Fengnian Jin verfasserin aut Wenye Wang verfasserin aut Fengxia Wang verfasserin aut In Materials MDPI AG, 2009 15(2022), 2, p 535 (DE-627)595712649 (DE-600)2487261-1 19961944 nnns volume:15 year:2022 number:2, p 535 https://doi.org/10.3390/ma15020535 kostenfrei https://doaj.org/article/5d73cc769af441ab863eab9a34ad311a kostenfrei https://www.mdpi.com/1996-1944/15/2/535 kostenfrei https://doaj.org/toc/1996-1944 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 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_4700 AR 15 2022 2, p 535
spelling	10.3390/ma15020535 doi (DE-627)DOAJ012126055 (DE-599)DOAJ5d73cc769af441ab863eab9a34ad311a DE-627 ger DE-627 rakwb eng TK1-9971 TA1-2040 QH201-278.5 QC120-168.85 Jianqin Wu verfasserin aut Dynamic Responses of Blast-Loaded Shallow Buried Concrete Arches Strengthened with BFRP Bars 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper proposes a prefabricated basalt fiber reinforced polymer (BFRP) bars reinforcement of a concrete arch structure with superior performance in the field of protection engineering. To study the anti-blast performance of the shallow-buried BFRP bars concrete arch (BBCA), a multi-parameter comparative analysis was conducted employing the LS-DYNA numerical method, which was verified by the results of the field explosion experiments. By analyzing the pressure, displacement, acceleration of the arch, and the strain of the BFRP bars, the dynamic response of the arch was obtained. This study showed that BFRP bars could significantly optimize the dynamic responses of blast-loaded concrete arches. The damage of exploded BBCA was divided into five levels: no damage, slight damage, obvious damage, severe damage, and collapse. BFRP bars could effectively mitigate the degree of damage of shallow-buried underground protective arch structures under the explosive loads. According to the research results, it was feasible for BFRP bars to be used in the construction of shallow buried concrete protective arch structures, especially in the coastal environments. concrete arch BFRP bars blast resistance damage Technology T Electrical engineering. Electronics. Nuclear engineering Engineering (General). Civil engineering (General) Microscopy Descriptive and experimental mechanics Jiannan Zhou verfasserin aut Ying Xu verfasserin aut Xinli Kong verfasserin aut Peng Wang verfasserin aut Bo Wang verfasserin aut Chengjie Zhao verfasserin aut Fengnian Jin verfasserin aut Wenye Wang verfasserin aut Fengxia Wang verfasserin aut In Materials MDPI AG, 2009 15(2022), 2, p 535 (DE-627)595712649 (DE-600)2487261-1 19961944 nnns volume:15 year:2022 number:2, p 535 https://doi.org/10.3390/ma15020535 kostenfrei https://doaj.org/article/5d73cc769af441ab863eab9a34ad311a kostenfrei https://www.mdpi.com/1996-1944/15/2/535 kostenfrei https://doaj.org/toc/1996-1944 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 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_4700 AR 15 2022 2, p 535
allfields_unstemmed	10.3390/ma15020535 doi (DE-627)DOAJ012126055 (DE-599)DOAJ5d73cc769af441ab863eab9a34ad311a DE-627 ger DE-627 rakwb eng TK1-9971 TA1-2040 QH201-278.5 QC120-168.85 Jianqin Wu verfasserin aut Dynamic Responses of Blast-Loaded Shallow Buried Concrete Arches Strengthened with BFRP Bars 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper proposes a prefabricated basalt fiber reinforced polymer (BFRP) bars reinforcement of a concrete arch structure with superior performance in the field of protection engineering. To study the anti-blast performance of the shallow-buried BFRP bars concrete arch (BBCA), a multi-parameter comparative analysis was conducted employing the LS-DYNA numerical method, which was verified by the results of the field explosion experiments. By analyzing the pressure, displacement, acceleration of the arch, and the strain of the BFRP bars, the dynamic response of the arch was obtained. This study showed that BFRP bars could significantly optimize the dynamic responses of blast-loaded concrete arches. The damage of exploded BBCA was divided into five levels: no damage, slight damage, obvious damage, severe damage, and collapse. BFRP bars could effectively mitigate the degree of damage of shallow-buried underground protective arch structures under the explosive loads. According to the research results, it was feasible for BFRP bars to be used in the construction of shallow buried concrete protective arch structures, especially in the coastal environments. concrete arch BFRP bars blast resistance damage Technology T Electrical engineering. Electronics. Nuclear engineering Engineering (General). Civil engineering (General) Microscopy Descriptive and experimental mechanics Jiannan Zhou verfasserin aut Ying Xu verfasserin aut Xinli Kong verfasserin aut Peng Wang verfasserin aut Bo Wang verfasserin aut Chengjie Zhao verfasserin aut Fengnian Jin verfasserin aut Wenye Wang verfasserin aut Fengxia Wang verfasserin aut In Materials MDPI AG, 2009 15(2022), 2, p 535 (DE-627)595712649 (DE-600)2487261-1 19961944 nnns volume:15 year:2022 number:2, p 535 https://doi.org/10.3390/ma15020535 kostenfrei https://doaj.org/article/5d73cc769af441ab863eab9a34ad311a kostenfrei https://www.mdpi.com/1996-1944/15/2/535 kostenfrei https://doaj.org/toc/1996-1944 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 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_4700 AR 15 2022 2, p 535
allfieldsGer	10.3390/ma15020535 doi (DE-627)DOAJ012126055 (DE-599)DOAJ5d73cc769af441ab863eab9a34ad311a DE-627 ger DE-627 rakwb eng TK1-9971 TA1-2040 QH201-278.5 QC120-168.85 Jianqin Wu verfasserin aut Dynamic Responses of Blast-Loaded Shallow Buried Concrete Arches Strengthened with BFRP Bars 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper proposes a prefabricated basalt fiber reinforced polymer (BFRP) bars reinforcement of a concrete arch structure with superior performance in the field of protection engineering. To study the anti-blast performance of the shallow-buried BFRP bars concrete arch (BBCA), a multi-parameter comparative analysis was conducted employing the LS-DYNA numerical method, which was verified by the results of the field explosion experiments. By analyzing the pressure, displacement, acceleration of the arch, and the strain of the BFRP bars, the dynamic response of the arch was obtained. This study showed that BFRP bars could significantly optimize the dynamic responses of blast-loaded concrete arches. The damage of exploded BBCA was divided into five levels: no damage, slight damage, obvious damage, severe damage, and collapse. BFRP bars could effectively mitigate the degree of damage of shallow-buried underground protective arch structures under the explosive loads. According to the research results, it was feasible for BFRP bars to be used in the construction of shallow buried concrete protective arch structures, especially in the coastal environments. concrete arch BFRP bars blast resistance damage Technology T Electrical engineering. Electronics. Nuclear engineering Engineering (General). Civil engineering (General) Microscopy Descriptive and experimental mechanics Jiannan Zhou verfasserin aut Ying Xu verfasserin aut Xinli Kong verfasserin aut Peng Wang verfasserin aut Bo Wang verfasserin aut Chengjie Zhao verfasserin aut Fengnian Jin verfasserin aut Wenye Wang verfasserin aut Fengxia Wang verfasserin aut In Materials MDPI AG, 2009 15(2022), 2, p 535 (DE-627)595712649 (DE-600)2487261-1 19961944 nnns volume:15 year:2022 number:2, p 535 https://doi.org/10.3390/ma15020535 kostenfrei https://doaj.org/article/5d73cc769af441ab863eab9a34ad311a kostenfrei https://www.mdpi.com/1996-1944/15/2/535 kostenfrei https://doaj.org/toc/1996-1944 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 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_4700 AR 15 2022 2, p 535
allfieldsSound	10.3390/ma15020535 doi (DE-627)DOAJ012126055 (DE-599)DOAJ5d73cc769af441ab863eab9a34ad311a DE-627 ger DE-627 rakwb eng TK1-9971 TA1-2040 QH201-278.5 QC120-168.85 Jianqin Wu verfasserin aut Dynamic Responses of Blast-Loaded Shallow Buried Concrete Arches Strengthened with BFRP Bars 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper proposes a prefabricated basalt fiber reinforced polymer (BFRP) bars reinforcement of a concrete arch structure with superior performance in the field of protection engineering. To study the anti-blast performance of the shallow-buried BFRP bars concrete arch (BBCA), a multi-parameter comparative analysis was conducted employing the LS-DYNA numerical method, which was verified by the results of the field explosion experiments. By analyzing the pressure, displacement, acceleration of the arch, and the strain of the BFRP bars, the dynamic response of the arch was obtained. This study showed that BFRP bars could significantly optimize the dynamic responses of blast-loaded concrete arches. The damage of exploded BBCA was divided into five levels: no damage, slight damage, obvious damage, severe damage, and collapse. BFRP bars could effectively mitigate the degree of damage of shallow-buried underground protective arch structures under the explosive loads. According to the research results, it was feasible for BFRP bars to be used in the construction of shallow buried concrete protective arch structures, especially in the coastal environments. concrete arch BFRP bars blast resistance damage Technology T Electrical engineering. Electronics. Nuclear engineering Engineering (General). Civil engineering (General) Microscopy Descriptive and experimental mechanics Jiannan Zhou verfasserin aut Ying Xu verfasserin aut Xinli Kong verfasserin aut Peng Wang verfasserin aut Bo Wang verfasserin aut Chengjie Zhao verfasserin aut Fengnian Jin verfasserin aut Wenye Wang verfasserin aut Fengxia Wang verfasserin aut In Materials MDPI AG, 2009 15(2022), 2, p 535 (DE-627)595712649 (DE-600)2487261-1 19961944 nnns volume:15 year:2022 number:2, p 535 https://doi.org/10.3390/ma15020535 kostenfrei https://doaj.org/article/5d73cc769af441ab863eab9a34ad311a kostenfrei https://www.mdpi.com/1996-1944/15/2/535 kostenfrei https://doaj.org/toc/1996-1944 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 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_4700 AR 15 2022 2, p 535
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callnumber-first	T - Technology
author	Jianqin Wu
spellingShingle	Jianqin Wu misc TK1-9971 misc TA1-2040 misc QH201-278.5 misc QC120-168.85 misc concrete arch misc BFRP bars misc blast resistance misc damage misc Technology misc T misc Electrical engineering. Electronics. Nuclear engineering misc Engineering (General). Civil engineering (General) misc Microscopy misc Descriptive and experimental mechanics Dynamic Responses of Blast-Loaded Shallow Buried Concrete Arches Strengthened with BFRP Bars
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topic_title	TK1-9971 TA1-2040 QH201-278.5 QC120-168.85 Dynamic Responses of Blast-Loaded Shallow Buried Concrete Arches Strengthened with BFRP Bars concrete arch BFRP bars blast resistance damage
topic	misc TK1-9971 misc TA1-2040 misc QH201-278.5 misc QC120-168.85 misc concrete arch misc BFRP bars misc blast resistance misc damage misc Technology misc T misc Electrical engineering. Electronics. Nuclear engineering misc Engineering (General). Civil engineering (General) misc Microscopy misc Descriptive and experimental mechanics
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title	Dynamic Responses of Blast-Loaded Shallow Buried Concrete Arches Strengthened with BFRP Bars
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title_full	Dynamic Responses of Blast-Loaded Shallow Buried Concrete Arches Strengthened with BFRP Bars
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title_sort	dynamic responses of blast-loaded shallow buried concrete arches strengthened with bfrp bars
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title_auth	Dynamic Responses of Blast-Loaded Shallow Buried Concrete Arches Strengthened with BFRP Bars
abstract	This paper proposes a prefabricated basalt fiber reinforced polymer (BFRP) bars reinforcement of a concrete arch structure with superior performance in the field of protection engineering. To study the anti-blast performance of the shallow-buried BFRP bars concrete arch (BBCA), a multi-parameter comparative analysis was conducted employing the LS-DYNA numerical method, which was verified by the results of the field explosion experiments. By analyzing the pressure, displacement, acceleration of the arch, and the strain of the BFRP bars, the dynamic response of the arch was obtained. This study showed that BFRP bars could significantly optimize the dynamic responses of blast-loaded concrete arches. The damage of exploded BBCA was divided into five levels: no damage, slight damage, obvious damage, severe damage, and collapse. BFRP bars could effectively mitigate the degree of damage of shallow-buried underground protective arch structures under the explosive loads. According to the research results, it was feasible for BFRP bars to be used in the construction of shallow buried concrete protective arch structures, especially in the coastal environments.
abstractGer	This paper proposes a prefabricated basalt fiber reinforced polymer (BFRP) bars reinforcement of a concrete arch structure with superior performance in the field of protection engineering. To study the anti-blast performance of the shallow-buried BFRP bars concrete arch (BBCA), a multi-parameter comparative analysis was conducted employing the LS-DYNA numerical method, which was verified by the results of the field explosion experiments. By analyzing the pressure, displacement, acceleration of the arch, and the strain of the BFRP bars, the dynamic response of the arch was obtained. This study showed that BFRP bars could significantly optimize the dynamic responses of blast-loaded concrete arches. The damage of exploded BBCA was divided into five levels: no damage, slight damage, obvious damage, severe damage, and collapse. BFRP bars could effectively mitigate the degree of damage of shallow-buried underground protective arch structures under the explosive loads. According to the research results, it was feasible for BFRP bars to be used in the construction of shallow buried concrete protective arch structures, especially in the coastal environments.
abstract_unstemmed	This paper proposes a prefabricated basalt fiber reinforced polymer (BFRP) bars reinforcement of a concrete arch structure with superior performance in the field of protection engineering. To study the anti-blast performance of the shallow-buried BFRP bars concrete arch (BBCA), a multi-parameter comparative analysis was conducted employing the LS-DYNA numerical method, which was verified by the results of the field explosion experiments. By analyzing the pressure, displacement, acceleration of the arch, and the strain of the BFRP bars, the dynamic response of the arch was obtained. This study showed that BFRP bars could significantly optimize the dynamic responses of blast-loaded concrete arches. The damage of exploded BBCA was divided into five levels: no damage, slight damage, obvious damage, severe damage, and collapse. BFRP bars could effectively mitigate the degree of damage of shallow-buried underground protective arch structures under the explosive loads. According to the research results, it was feasible for BFRP bars to be used in the construction of shallow buried concrete protective arch structures, especially in the coastal environments.
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container_issue	2, p 535
title_short	Dynamic Responses of Blast-Loaded Shallow Buried Concrete Arches Strengthened with BFRP Bars
url	https://doi.org/10.3390/ma15020535 https://doaj.org/article/5d73cc769af441ab863eab9a34ad311a https://www.mdpi.com/1996-1944/15/2/535 https://doaj.org/toc/1996-1944
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up_date	2024-07-03T23:49:51.282Z
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Dynamic Responses of Blast-Loaded Shallow Buried Concrete Arches Strengthened with BFRP Bars

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