Numerical Study on the Dynamic Behaviors of Masonry Wall under Far-Range Explosions

As a common enclosure structure, masonry walls are widely used in various types of buildings. However, due to the weak out-of-plane resistance of masonry walls and the generally brittle properties of the materials used for blocks, they are highly susceptible to collapse under blast loads and produce...
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Autor*in:	Yi Zhang [verfasserIn] Jiahui Hu [verfasserIn] Wenda Zhao [verfasserIn] Feng Hu [verfasserIn] Xiao Yu [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2023

Schlagwörter:	far-range explosion numerical simulation masonry walls dynamic response damage

Übergeordnetes Werk:	In: Buildings - MDPI AG, 2012, 13(2023), 2, p 443
Übergeordnetes Werk:	volume:13 ; year:2023 ; number:2, p 443

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3390/buildings13020443

Katalog-ID:	DOAJ080993699

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allfieldsSound	10.3390/buildings13020443 doi (DE-627)DOAJ080993699 (DE-599)DOAJ23307b29091044969fd01d1faae1d96a DE-627 ger DE-627 rakwb eng TH1-9745 Yi Zhang verfasserin aut Numerical Study on the Dynamic Behaviors of Masonry Wall under Far-Range Explosions 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier As a common enclosure structure, masonry walls are widely used in various types of buildings. However, due to the weak out-of-plane resistance of masonry walls and the generally brittle properties of the materials used for blocks, they are highly susceptible to collapse under blast loads and produce high-speed splash fragments, which seriously threatens the safety of personnel and equipment inside buildings. In this paper, based on the existing tests, a refined numerical simulation model was established to carry out numerical studies of clay tile walls and grouted CMU masonry infill walls under far-range blast loads, and the applicability of the finite element model and parameters were verified. Further, the effects of wall boundary configuration, constraints and dimensions on the dynamic response of the walls were carried out. The results show that: the load distribution on the wall is relatively uniform under the far-range explosion and can be considered as uniform load; the blast-resistant performance of the wall can be enhanced by increasing the grouting rate and the uniformity of grout hole distribution; the boundary configuration of the wall has little effect on the blast resistance, while the boundary constraints and the length and width are the main factors affecting the blast resistance of the wall. far-range explosion numerical simulation masonry walls dynamic response damage Building construction Jiahui Hu verfasserin aut Wenda Zhao verfasserin aut Feng Hu verfasserin aut Xiao Yu verfasserin aut In Buildings MDPI AG, 2012 13(2023), 2, p 443 (DE-627)718622251 (DE-600)2661539-3 20755309 nnns volume:13 year:2023 number:2, p 443 https://doi.org/10.3390/buildings13020443 kostenfrei https://doaj.org/article/23307b29091044969fd01d1faae1d96a kostenfrei https://www.mdpi.com/2075-5309/13/2/443 kostenfrei https://doaj.org/toc/2075-5309 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_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_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 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 13 2023 2, p 443
language	English
source	In Buildings 13(2023), 2, p 443 volume:13 year:2023 number:2, p 443
sourceStr	In Buildings 13(2023), 2, p 443 volume:13 year:2023 number:2, p 443
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institution	findex.gbv.de
topic_facet	far-range explosion numerical simulation masonry walls dynamic response damage Building construction
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authorswithroles_txt_mv	Yi Zhang @@aut@@ Jiahui Hu @@aut@@ Wenda Zhao @@aut@@ Feng Hu @@aut@@ Xiao Yu @@aut@@
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callnumber-first	T - Technology
author	Yi Zhang
spellingShingle	Yi Zhang misc TH1-9745 misc far-range explosion misc numerical simulation misc masonry walls misc dynamic response misc damage misc Building construction Numerical Study on the Dynamic Behaviors of Masonry Wall under Far-Range Explosions
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topic_title	TH1-9745 Numerical Study on the Dynamic Behaviors of Masonry Wall under Far-Range Explosions far-range explosion numerical simulation masonry walls dynamic response damage
topic	misc TH1-9745 misc far-range explosion misc numerical simulation misc masonry walls misc dynamic response misc damage misc Building construction
topic_unstemmed	misc TH1-9745 misc far-range explosion misc numerical simulation misc masonry walls misc dynamic response misc damage misc Building construction
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title	Numerical Study on the Dynamic Behaviors of Masonry Wall under Far-Range Explosions
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title_full	Numerical Study on the Dynamic Behaviors of Masonry Wall under Far-Range Explosions
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title_sort	numerical study on the dynamic behaviors of masonry wall under far-range explosions
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title_auth	Numerical Study on the Dynamic Behaviors of Masonry Wall under Far-Range Explosions
abstract	As a common enclosure structure, masonry walls are widely used in various types of buildings. However, due to the weak out-of-plane resistance of masonry walls and the generally brittle properties of the materials used for blocks, they are highly susceptible to collapse under blast loads and produce high-speed splash fragments, which seriously threatens the safety of personnel and equipment inside buildings. In this paper, based on the existing tests, a refined numerical simulation model was established to carry out numerical studies of clay tile walls and grouted CMU masonry infill walls under far-range blast loads, and the applicability of the finite element model and parameters were verified. Further, the effects of wall boundary configuration, constraints and dimensions on the dynamic response of the walls were carried out. The results show that: the load distribution on the wall is relatively uniform under the far-range explosion and can be considered as uniform load; the blast-resistant performance of the wall can be enhanced by increasing the grouting rate and the uniformity of grout hole distribution; the boundary configuration of the wall has little effect on the blast resistance, while the boundary constraints and the length and width are the main factors affecting the blast resistance of the wall.
abstractGer	As a common enclosure structure, masonry walls are widely used in various types of buildings. However, due to the weak out-of-plane resistance of masonry walls and the generally brittle properties of the materials used for blocks, they are highly susceptible to collapse under blast loads and produce high-speed splash fragments, which seriously threatens the safety of personnel and equipment inside buildings. In this paper, based on the existing tests, a refined numerical simulation model was established to carry out numerical studies of clay tile walls and grouted CMU masonry infill walls under far-range blast loads, and the applicability of the finite element model and parameters were verified. Further, the effects of wall boundary configuration, constraints and dimensions on the dynamic response of the walls were carried out. The results show that: the load distribution on the wall is relatively uniform under the far-range explosion and can be considered as uniform load; the blast-resistant performance of the wall can be enhanced by increasing the grouting rate and the uniformity of grout hole distribution; the boundary configuration of the wall has little effect on the blast resistance, while the boundary constraints and the length and width are the main factors affecting the blast resistance of the wall.
abstract_unstemmed	As a common enclosure structure, masonry walls are widely used in various types of buildings. However, due to the weak out-of-plane resistance of masonry walls and the generally brittle properties of the materials used for blocks, they are highly susceptible to collapse under blast loads and produce high-speed splash fragments, which seriously threatens the safety of personnel and equipment inside buildings. In this paper, based on the existing tests, a refined numerical simulation model was established to carry out numerical studies of clay tile walls and grouted CMU masonry infill walls under far-range blast loads, and the applicability of the finite element model and parameters were verified. Further, the effects of wall boundary configuration, constraints and dimensions on the dynamic response of the walls were carried out. The results show that: the load distribution on the wall is relatively uniform under the far-range explosion and can be considered as uniform load; the blast-resistant performance of the wall can be enhanced by increasing the grouting rate and the uniformity of grout hole distribution; the boundary configuration of the wall has little effect on the blast resistance, while the boundary constraints and the length and width are the main factors affecting the blast resistance of the wall.
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title_short	Numerical Study on the Dynamic Behaviors of Masonry Wall under Far-Range Explosions
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Numerical Study on the Dynamic Behaviors of Masonry Wall under Far-Range Explosions

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