Experimental Study on the Bonding Performance of HIRA-Type Material Anchor Solids Considering Time Variation

In order to reveal the evolution of bonding performance of HIRA (High Intensity and Rapid Agent) anchor solids with maintenance time, the evolution characteristics of bond strength and stress distribution at the interface between HIRA-based anchor solids and a geotechnical body under different maint...
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Autor*in:	Kun Wang [verfasserIn] Qingsheng Meng [verfasserIn] Yan Zhang [verfasserIn] Huadong Peng [verfasserIn] Tao Liu [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2023

Schlagwörter:	grouting material anchor solid maintenance time bonding performance destruction mode pull-out test

Übergeordnetes Werk:	In: Journal of Marine Science and Engineering - MDPI AG, 2014, 11(2023), 4, p 798
Übergeordnetes Werk:	volume:11 ; year:2023 ; number:4, p 798

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3390/jmse11040798

Katalog-ID:	DOAJ089831926

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520			\|a In order to reveal the evolution of bonding performance of HIRA (High Intensity and Rapid Agent) anchor solids with maintenance time, the evolution characteristics of bond strength and stress distribution at the interface between HIRA-based anchor solids and a geotechnical body under different maintenance times and the fine damage pattern of anchor solids were studied by an indoor pull-out test of anchor solids. The comparative analysis was performed with 42.5 grade ordinary Portland cement (hereinafter referred to as P.O 42.5). The results show that the early strength and rapid setting characteristics of HIRA type material are obvious, and the difference between its average peak bond strength and that of cement is 10.45 times. The shear stress distribution has obvious stress concentration characteristics, and the peak value will appear and shift with the increase in load, and the peak shift of the HIRA anchor solid occurs earlier than that of cement. Due to different stress levels, the damage of the HIRA anchor solid after being pulled out increases with the increase in maintenance time, while that of cement gradually becomes more severe. The overall damage of the HIRA material is generally lower than that of cement in the same period.
650		4	\|a grouting material
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allfields	10.3390/jmse11040798 doi (DE-627)DOAJ089831926 (DE-599)DOAJ231b248283ac421c964eb7b8ef99055a DE-627 ger DE-627 rakwb eng VM1-989 GC1-1581 Kun Wang verfasserin aut Experimental Study on the Bonding Performance of HIRA-Type Material Anchor Solids Considering Time Variation 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In order to reveal the evolution of bonding performance of HIRA (High Intensity and Rapid Agent) anchor solids with maintenance time, the evolution characteristics of bond strength and stress distribution at the interface between HIRA-based anchor solids and a geotechnical body under different maintenance times and the fine damage pattern of anchor solids were studied by an indoor pull-out test of anchor solids. The comparative analysis was performed with 42.5 grade ordinary Portland cement (hereinafter referred to as P.O 42.5). The results show that the early strength and rapid setting characteristics of HIRA type material are obvious, and the difference between its average peak bond strength and that of cement is 10.45 times. The shear stress distribution has obvious stress concentration characteristics, and the peak value will appear and shift with the increase in load, and the peak shift of the HIRA anchor solid occurs earlier than that of cement. Due to different stress levels, the damage of the HIRA anchor solid after being pulled out increases with the increase in maintenance time, while that of cement gradually becomes more severe. The overall damage of the HIRA material is generally lower than that of cement in the same period. grouting material anchor solid maintenance time bonding performance destruction mode pull-out test Naval architecture. Shipbuilding. Marine engineering Oceanography Qingsheng Meng verfasserin aut Yan Zhang verfasserin aut Huadong Peng verfasserin aut Tao Liu verfasserin aut In Journal of Marine Science and Engineering MDPI AG, 2014 11(2023), 4, p 798 (DE-627)771274181 (DE-600)2738390-8 20771312 nnns volume:11 year:2023 number:4, p 798 https://doi.org/10.3390/jmse11040798 kostenfrei https://doaj.org/article/231b248283ac421c964eb7b8ef99055a kostenfrei https://www.mdpi.com/2077-1312/11/4/798 kostenfrei https://doaj.org/toc/2077-1312 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_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 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 11 2023 4, p 798
spelling	10.3390/jmse11040798 doi (DE-627)DOAJ089831926 (DE-599)DOAJ231b248283ac421c964eb7b8ef99055a DE-627 ger DE-627 rakwb eng VM1-989 GC1-1581 Kun Wang verfasserin aut Experimental Study on the Bonding Performance of HIRA-Type Material Anchor Solids Considering Time Variation 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In order to reveal the evolution of bonding performance of HIRA (High Intensity and Rapid Agent) anchor solids with maintenance time, the evolution characteristics of bond strength and stress distribution at the interface between HIRA-based anchor solids and a geotechnical body under different maintenance times and the fine damage pattern of anchor solids were studied by an indoor pull-out test of anchor solids. The comparative analysis was performed with 42.5 grade ordinary Portland cement (hereinafter referred to as P.O 42.5). The results show that the early strength and rapid setting characteristics of HIRA type material are obvious, and the difference between its average peak bond strength and that of cement is 10.45 times. The shear stress distribution has obvious stress concentration characteristics, and the peak value will appear and shift with the increase in load, and the peak shift of the HIRA anchor solid occurs earlier than that of cement. Due to different stress levels, the damage of the HIRA anchor solid after being pulled out increases with the increase in maintenance time, while that of cement gradually becomes more severe. The overall damage of the HIRA material is generally lower than that of cement in the same period. grouting material anchor solid maintenance time bonding performance destruction mode pull-out test Naval architecture. Shipbuilding. Marine engineering Oceanography Qingsheng Meng verfasserin aut Yan Zhang verfasserin aut Huadong Peng verfasserin aut Tao Liu verfasserin aut In Journal of Marine Science and Engineering MDPI AG, 2014 11(2023), 4, p 798 (DE-627)771274181 (DE-600)2738390-8 20771312 nnns volume:11 year:2023 number:4, p 798 https://doi.org/10.3390/jmse11040798 kostenfrei https://doaj.org/article/231b248283ac421c964eb7b8ef99055a kostenfrei https://www.mdpi.com/2077-1312/11/4/798 kostenfrei https://doaj.org/toc/2077-1312 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_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 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 11 2023 4, p 798
allfields_unstemmed	10.3390/jmse11040798 doi (DE-627)DOAJ089831926 (DE-599)DOAJ231b248283ac421c964eb7b8ef99055a DE-627 ger DE-627 rakwb eng VM1-989 GC1-1581 Kun Wang verfasserin aut Experimental Study on the Bonding Performance of HIRA-Type Material Anchor Solids Considering Time Variation 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In order to reveal the evolution of bonding performance of HIRA (High Intensity and Rapid Agent) anchor solids with maintenance time, the evolution characteristics of bond strength and stress distribution at the interface between HIRA-based anchor solids and a geotechnical body under different maintenance times and the fine damage pattern of anchor solids were studied by an indoor pull-out test of anchor solids. The comparative analysis was performed with 42.5 grade ordinary Portland cement (hereinafter referred to as P.O 42.5). The results show that the early strength and rapid setting characteristics of HIRA type material are obvious, and the difference between its average peak bond strength and that of cement is 10.45 times. The shear stress distribution has obvious stress concentration characteristics, and the peak value will appear and shift with the increase in load, and the peak shift of the HIRA anchor solid occurs earlier than that of cement. Due to different stress levels, the damage of the HIRA anchor solid after being pulled out increases with the increase in maintenance time, while that of cement gradually becomes more severe. The overall damage of the HIRA material is generally lower than that of cement in the same period. grouting material anchor solid maintenance time bonding performance destruction mode pull-out test Naval architecture. Shipbuilding. Marine engineering Oceanography Qingsheng Meng verfasserin aut Yan Zhang verfasserin aut Huadong Peng verfasserin aut Tao Liu verfasserin aut In Journal of Marine Science and Engineering MDPI AG, 2014 11(2023), 4, p 798 (DE-627)771274181 (DE-600)2738390-8 20771312 nnns volume:11 year:2023 number:4, p 798 https://doi.org/10.3390/jmse11040798 kostenfrei https://doaj.org/article/231b248283ac421c964eb7b8ef99055a kostenfrei https://www.mdpi.com/2077-1312/11/4/798 kostenfrei https://doaj.org/toc/2077-1312 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_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 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 11 2023 4, p 798
allfieldsGer	10.3390/jmse11040798 doi (DE-627)DOAJ089831926 (DE-599)DOAJ231b248283ac421c964eb7b8ef99055a DE-627 ger DE-627 rakwb eng VM1-989 GC1-1581 Kun Wang verfasserin aut Experimental Study on the Bonding Performance of HIRA-Type Material Anchor Solids Considering Time Variation 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In order to reveal the evolution of bonding performance of HIRA (High Intensity and Rapid Agent) anchor solids with maintenance time, the evolution characteristics of bond strength and stress distribution at the interface between HIRA-based anchor solids and a geotechnical body under different maintenance times and the fine damage pattern of anchor solids were studied by an indoor pull-out test of anchor solids. The comparative analysis was performed with 42.5 grade ordinary Portland cement (hereinafter referred to as P.O 42.5). The results show that the early strength and rapid setting characteristics of HIRA type material are obvious, and the difference between its average peak bond strength and that of cement is 10.45 times. The shear stress distribution has obvious stress concentration characteristics, and the peak value will appear and shift with the increase in load, and the peak shift of the HIRA anchor solid occurs earlier than that of cement. Due to different stress levels, the damage of the HIRA anchor solid after being pulled out increases with the increase in maintenance time, while that of cement gradually becomes more severe. The overall damage of the HIRA material is generally lower than that of cement in the same period. grouting material anchor solid maintenance time bonding performance destruction mode pull-out test Naval architecture. Shipbuilding. Marine engineering Oceanography Qingsheng Meng verfasserin aut Yan Zhang verfasserin aut Huadong Peng verfasserin aut Tao Liu verfasserin aut In Journal of Marine Science and Engineering MDPI AG, 2014 11(2023), 4, p 798 (DE-627)771274181 (DE-600)2738390-8 20771312 nnns volume:11 year:2023 number:4, p 798 https://doi.org/10.3390/jmse11040798 kostenfrei https://doaj.org/article/231b248283ac421c964eb7b8ef99055a kostenfrei https://www.mdpi.com/2077-1312/11/4/798 kostenfrei https://doaj.org/toc/2077-1312 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_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 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 11 2023 4, p 798
allfieldsSound	10.3390/jmse11040798 doi (DE-627)DOAJ089831926 (DE-599)DOAJ231b248283ac421c964eb7b8ef99055a DE-627 ger DE-627 rakwb eng VM1-989 GC1-1581 Kun Wang verfasserin aut Experimental Study on the Bonding Performance of HIRA-Type Material Anchor Solids Considering Time Variation 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In order to reveal the evolution of bonding performance of HIRA (High Intensity and Rapid Agent) anchor solids with maintenance time, the evolution characteristics of bond strength and stress distribution at the interface between HIRA-based anchor solids and a geotechnical body under different maintenance times and the fine damage pattern of anchor solids were studied by an indoor pull-out test of anchor solids. The comparative analysis was performed with 42.5 grade ordinary Portland cement (hereinafter referred to as P.O 42.5). The results show that the early strength and rapid setting characteristics of HIRA type material are obvious, and the difference between its average peak bond strength and that of cement is 10.45 times. The shear stress distribution has obvious stress concentration characteristics, and the peak value will appear and shift with the increase in load, and the peak shift of the HIRA anchor solid occurs earlier than that of cement. Due to different stress levels, the damage of the HIRA anchor solid after being pulled out increases with the increase in maintenance time, while that of cement gradually becomes more severe. The overall damage of the HIRA material is generally lower than that of cement in the same period. grouting material anchor solid maintenance time bonding performance destruction mode pull-out test Naval architecture. Shipbuilding. Marine engineering Oceanography Qingsheng Meng verfasserin aut Yan Zhang verfasserin aut Huadong Peng verfasserin aut Tao Liu verfasserin aut In Journal of Marine Science and Engineering MDPI AG, 2014 11(2023), 4, p 798 (DE-627)771274181 (DE-600)2738390-8 20771312 nnns volume:11 year:2023 number:4, p 798 https://doi.org/10.3390/jmse11040798 kostenfrei https://doaj.org/article/231b248283ac421c964eb7b8ef99055a kostenfrei https://www.mdpi.com/2077-1312/11/4/798 kostenfrei https://doaj.org/toc/2077-1312 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_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 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 11 2023 4, p 798
language	English
source	In Journal of Marine Science and Engineering 11(2023), 4, p 798 volume:11 year:2023 number:4, p 798
sourceStr	In Journal of Marine Science and Engineering 11(2023), 4, p 798 volume:11 year:2023 number:4, p 798
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topic_facet	grouting material anchor solid maintenance time bonding performance destruction mode pull-out test Naval architecture. Shipbuilding. Marine engineering Oceanography
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container_title	Journal of Marine Science and Engineering
authorswithroles_txt_mv	Kun Wang @@aut@@ Qingsheng Meng @@aut@@ Yan Zhang @@aut@@ Huadong Peng @@aut@@ Tao Liu @@aut@@
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callnumber-first	V - Naval Science
author	Kun Wang
spellingShingle	Kun Wang misc VM1-989 misc GC1-1581 misc grouting material misc anchor solid misc maintenance time misc bonding performance misc destruction mode misc pull-out test misc Naval architecture. Shipbuilding. Marine engineering misc Oceanography Experimental Study on the Bonding Performance of HIRA-Type Material Anchor Solids Considering Time Variation
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topic_title	VM1-989 GC1-1581 Experimental Study on the Bonding Performance of HIRA-Type Material Anchor Solids Considering Time Variation grouting material anchor solid maintenance time bonding performance destruction mode pull-out test
topic	misc VM1-989 misc GC1-1581 misc grouting material misc anchor solid misc maintenance time misc bonding performance misc destruction mode misc pull-out test misc Naval architecture. Shipbuilding. Marine engineering misc Oceanography
topic_unstemmed	misc VM1-989 misc GC1-1581 misc grouting material misc anchor solid misc maintenance time misc bonding performance misc destruction mode misc pull-out test misc Naval architecture. Shipbuilding. Marine engineering misc Oceanography
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title	Experimental Study on the Bonding Performance of HIRA-Type Material Anchor Solids Considering Time Variation
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title_full	Experimental Study on the Bonding Performance of HIRA-Type Material Anchor Solids Considering Time Variation
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title_sort	experimental study on the bonding performance of hira-type material anchor solids considering time variation
callnumber	VM1-989
title_auth	Experimental Study on the Bonding Performance of HIRA-Type Material Anchor Solids Considering Time Variation
abstract	In order to reveal the evolution of bonding performance of HIRA (High Intensity and Rapid Agent) anchor solids with maintenance time, the evolution characteristics of bond strength and stress distribution at the interface between HIRA-based anchor solids and a geotechnical body under different maintenance times and the fine damage pattern of anchor solids were studied by an indoor pull-out test of anchor solids. The comparative analysis was performed with 42.5 grade ordinary Portland cement (hereinafter referred to as P.O 42.5). The results show that the early strength and rapid setting characteristics of HIRA type material are obvious, and the difference between its average peak bond strength and that of cement is 10.45 times. The shear stress distribution has obvious stress concentration characteristics, and the peak value will appear and shift with the increase in load, and the peak shift of the HIRA anchor solid occurs earlier than that of cement. Due to different stress levels, the damage of the HIRA anchor solid after being pulled out increases with the increase in maintenance time, while that of cement gradually becomes more severe. The overall damage of the HIRA material is generally lower than that of cement in the same period.
abstractGer	In order to reveal the evolution of bonding performance of HIRA (High Intensity and Rapid Agent) anchor solids with maintenance time, the evolution characteristics of bond strength and stress distribution at the interface between HIRA-based anchor solids and a geotechnical body under different maintenance times and the fine damage pattern of anchor solids were studied by an indoor pull-out test of anchor solids. The comparative analysis was performed with 42.5 grade ordinary Portland cement (hereinafter referred to as P.O 42.5). The results show that the early strength and rapid setting characteristics of HIRA type material are obvious, and the difference between its average peak bond strength and that of cement is 10.45 times. The shear stress distribution has obvious stress concentration characteristics, and the peak value will appear and shift with the increase in load, and the peak shift of the HIRA anchor solid occurs earlier than that of cement. Due to different stress levels, the damage of the HIRA anchor solid after being pulled out increases with the increase in maintenance time, while that of cement gradually becomes more severe. The overall damage of the HIRA material is generally lower than that of cement in the same period.
abstract_unstemmed	In order to reveal the evolution of bonding performance of HIRA (High Intensity and Rapid Agent) anchor solids with maintenance time, the evolution characteristics of bond strength and stress distribution at the interface between HIRA-based anchor solids and a geotechnical body under different maintenance times and the fine damage pattern of anchor solids were studied by an indoor pull-out test of anchor solids. The comparative analysis was performed with 42.5 grade ordinary Portland cement (hereinafter referred to as P.O 42.5). The results show that the early strength and rapid setting characteristics of HIRA type material are obvious, and the difference between its average peak bond strength and that of cement is 10.45 times. The shear stress distribution has obvious stress concentration characteristics, and the peak value will appear and shift with the increase in load, and the peak shift of the HIRA anchor solid occurs earlier than that of cement. Due to different stress levels, the damage of the HIRA anchor solid after being pulled out increases with the increase in maintenance time, while that of cement gradually becomes more severe. The overall damage of the HIRA material is generally lower than that of cement in the same period.
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container_issue	4, p 798
title_short	Experimental Study on the Bonding Performance of HIRA-Type Material Anchor Solids Considering Time Variation
url	https://doi.org/10.3390/jmse11040798 https://doaj.org/article/231b248283ac421c964eb7b8ef99055a https://www.mdpi.com/2077-1312/11/4/798 https://doaj.org/toc/2077-1312
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