Stressing State Analysis of CFST Arch Supports in Deep Roadway Based on NSF Method

This paper experimentally analyzes the working behavior characteristics of five concrete-filled steel tube (CFST) arch supports in deep roadway based on the numerical shape function (NSF) method and structural stressing state theory. First, the measured strain data are expanded by the NSF method and...
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Autor*in:	Jiyang Shen [verfasserIn] Wen Huang [verfasserIn] Xiaocong Yang [verfasserIn] Jun Shi [verfasserIn] Kaikai Zheng [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2019

Schlagwörter:	stressing state mutation numerical shape function cfst arch support characteristic load

Übergeordnetes Werk:	In: Applied Sciences - MDPI AG, 2012, 9(2019), 20, p 4238
Übergeordnetes Werk:	volume:9 ; year:2019 ; number:20, p 4238

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3390/app9204238

Katalog-ID:	DOAJ00596525X

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allfields	10.3390/app9204238 doi (DE-627)DOAJ00596525X (DE-599)DOAJ0eb6d8c00d354874bbf9d987a8ab01c7 DE-627 ger DE-627 rakwb eng TA1-2040 QH301-705.5 QC1-999 QD1-999 Jiyang Shen verfasserin aut Stressing State Analysis of CFST Arch Supports in Deep Roadway Based on NSF Method 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper experimentally analyzes the working behavior characteristics of five concrete-filled steel tube (CFST) arch supports in deep roadway based on the numerical shape function (NSF) method and structural stressing state theory. First, the measured strain data are expanded by the NSF method and modeled as generalized strain energy density (GSED) to characterize the stressing state of the supports. Then, one of the supports is taken as an example and the Mann-Kendall (M-K) criterion is adopted to detect the mutation characteristics of the support, which derives the new definition of structural failure load. Correspondingly, the stressing state modes as well as strain and stress fields for the support are proposed to verify their mutation characteristics. Finally, the common and different characteristics of stressing state, damage development and internal forces for different supports are also summarized. The analytical results of the supports explore a new analysis method for underground structures and the unseen knowledge provides a reference to more rational future design. stressing state mutation numerical shape function cfst arch support characteristic load Technology T Engineering (General). Civil engineering (General) Biology (General) Physics Chemistry Wen Huang verfasserin aut Xiaocong Yang verfasserin aut Jun Shi verfasserin aut Kaikai Zheng verfasserin aut In Applied Sciences MDPI AG, 2012 9(2019), 20, p 4238 (DE-627)737287640 (DE-600)2704225-X 20763417 nnns volume:9 year:2019 number:20, p 4238 https://doi.org/10.3390/app9204238 kostenfrei https://doaj.org/article/0eb6d8c00d354874bbf9d987a8ab01c7 kostenfrei https://www.mdpi.com/2076-3417/9/20/4238 kostenfrei https://doaj.org/toc/2076-3417 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_171 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_4700 AR 9 2019 20, p 4238
spelling	10.3390/app9204238 doi (DE-627)DOAJ00596525X (DE-599)DOAJ0eb6d8c00d354874bbf9d987a8ab01c7 DE-627 ger DE-627 rakwb eng TA1-2040 QH301-705.5 QC1-999 QD1-999 Jiyang Shen verfasserin aut Stressing State Analysis of CFST Arch Supports in Deep Roadway Based on NSF Method 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper experimentally analyzes the working behavior characteristics of five concrete-filled steel tube (CFST) arch supports in deep roadway based on the numerical shape function (NSF) method and structural stressing state theory. First, the measured strain data are expanded by the NSF method and modeled as generalized strain energy density (GSED) to characterize the stressing state of the supports. Then, one of the supports is taken as an example and the Mann-Kendall (M-K) criterion is adopted to detect the mutation characteristics of the support, which derives the new definition of structural failure load. Correspondingly, the stressing state modes as well as strain and stress fields for the support are proposed to verify their mutation characteristics. Finally, the common and different characteristics of stressing state, damage development and internal forces for different supports are also summarized. The analytical results of the supports explore a new analysis method for underground structures and the unseen knowledge provides a reference to more rational future design. stressing state mutation numerical shape function cfst arch support characteristic load Technology T Engineering (General). Civil engineering (General) Biology (General) Physics Chemistry Wen Huang verfasserin aut Xiaocong Yang verfasserin aut Jun Shi verfasserin aut Kaikai Zheng verfasserin aut In Applied Sciences MDPI AG, 2012 9(2019), 20, p 4238 (DE-627)737287640 (DE-600)2704225-X 20763417 nnns volume:9 year:2019 number:20, p 4238 https://doi.org/10.3390/app9204238 kostenfrei https://doaj.org/article/0eb6d8c00d354874bbf9d987a8ab01c7 kostenfrei https://www.mdpi.com/2076-3417/9/20/4238 kostenfrei https://doaj.org/toc/2076-3417 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_171 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_4700 AR 9 2019 20, p 4238
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allfieldsGer	10.3390/app9204238 doi (DE-627)DOAJ00596525X (DE-599)DOAJ0eb6d8c00d354874bbf9d987a8ab01c7 DE-627 ger DE-627 rakwb eng TA1-2040 QH301-705.5 QC1-999 QD1-999 Jiyang Shen verfasserin aut Stressing State Analysis of CFST Arch Supports in Deep Roadway Based on NSF Method 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper experimentally analyzes the working behavior characteristics of five concrete-filled steel tube (CFST) arch supports in deep roadway based on the numerical shape function (NSF) method and structural stressing state theory. First, the measured strain data are expanded by the NSF method and modeled as generalized strain energy density (GSED) to characterize the stressing state of the supports. Then, one of the supports is taken as an example and the Mann-Kendall (M-K) criterion is adopted to detect the mutation characteristics of the support, which derives the new definition of structural failure load. Correspondingly, the stressing state modes as well as strain and stress fields for the support are proposed to verify their mutation characteristics. Finally, the common and different characteristics of stressing state, damage development and internal forces for different supports are also summarized. The analytical results of the supports explore a new analysis method for underground structures and the unseen knowledge provides a reference to more rational future design. stressing state mutation numerical shape function cfst arch support characteristic load Technology T Engineering (General). Civil engineering (General) Biology (General) Physics Chemistry Wen Huang verfasserin aut Xiaocong Yang verfasserin aut Jun Shi verfasserin aut Kaikai Zheng verfasserin aut In Applied Sciences MDPI AG, 2012 9(2019), 20, p 4238 (DE-627)737287640 (DE-600)2704225-X 20763417 nnns volume:9 year:2019 number:20, p 4238 https://doi.org/10.3390/app9204238 kostenfrei https://doaj.org/article/0eb6d8c00d354874bbf9d987a8ab01c7 kostenfrei https://www.mdpi.com/2076-3417/9/20/4238 kostenfrei https://doaj.org/toc/2076-3417 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_171 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_4700 AR 9 2019 20, p 4238
allfieldsSound	10.3390/app9204238 doi (DE-627)DOAJ00596525X (DE-599)DOAJ0eb6d8c00d354874bbf9d987a8ab01c7 DE-627 ger DE-627 rakwb eng TA1-2040 QH301-705.5 QC1-999 QD1-999 Jiyang Shen verfasserin aut Stressing State Analysis of CFST Arch Supports in Deep Roadway Based on NSF Method 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper experimentally analyzes the working behavior characteristics of five concrete-filled steel tube (CFST) arch supports in deep roadway based on the numerical shape function (NSF) method and structural stressing state theory. First, the measured strain data are expanded by the NSF method and modeled as generalized strain energy density (GSED) to characterize the stressing state of the supports. Then, one of the supports is taken as an example and the Mann-Kendall (M-K) criterion is adopted to detect the mutation characteristics of the support, which derives the new definition of structural failure load. Correspondingly, the stressing state modes as well as strain and stress fields for the support are proposed to verify their mutation characteristics. Finally, the common and different characteristics of stressing state, damage development and internal forces for different supports are also summarized. The analytical results of the supports explore a new analysis method for underground structures and the unseen knowledge provides a reference to more rational future design. stressing state mutation numerical shape function cfst arch support characteristic load Technology T Engineering (General). Civil engineering (General) Biology (General) Physics Chemistry Wen Huang verfasserin aut Xiaocong Yang verfasserin aut Jun Shi verfasserin aut Kaikai Zheng verfasserin aut In Applied Sciences MDPI AG, 2012 9(2019), 20, p 4238 (DE-627)737287640 (DE-600)2704225-X 20763417 nnns volume:9 year:2019 number:20, p 4238 https://doi.org/10.3390/app9204238 kostenfrei https://doaj.org/article/0eb6d8c00d354874bbf9d987a8ab01c7 kostenfrei https://www.mdpi.com/2076-3417/9/20/4238 kostenfrei https://doaj.org/toc/2076-3417 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_171 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_4700 AR 9 2019 20, p 4238
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topic_facet	stressing state mutation numerical shape function cfst arch support characteristic load Technology T Engineering (General). Civil engineering (General) Biology (General) Physics Chemistry
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authorswithroles_txt_mv	Jiyang Shen @@aut@@ Wen Huang @@aut@@ Xiaocong Yang @@aut@@ Jun Shi @@aut@@ Kaikai Zheng @@aut@@
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First, the measured strain data are expanded by the NSF method and modeled as generalized strain energy density (GSED) to characterize the stressing state of the supports. Then, one of the supports is taken as an example and the Mann-Kendall (M-K) criterion is adopted to detect the mutation characteristics of the support, which derives the new definition of structural failure load. Correspondingly, the stressing state modes as well as strain and stress fields for the support are proposed to verify their mutation characteristics. Finally, the common and different characteristics of stressing state, damage development and internal forces for different supports are also summarized. 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callnumber-first	T - Technology
author	Jiyang Shen
spellingShingle	Jiyang Shen misc TA1-2040 misc QH301-705.5 misc QC1-999 misc QD1-999 misc stressing state misc mutation misc numerical shape function misc cfst arch support misc characteristic load misc Technology misc T misc Engineering (General). Civil engineering (General) misc Biology (General) misc Physics misc Chemistry Stressing State Analysis of CFST Arch Supports in Deep Roadway Based on NSF Method
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topic_title	TA1-2040 QH301-705.5 QC1-999 QD1-999 Stressing State Analysis of CFST Arch Supports in Deep Roadway Based on NSF Method stressing state mutation numerical shape function cfst arch support characteristic load
topic	misc TA1-2040 misc QH301-705.5 misc QC1-999 misc QD1-999 misc stressing state misc mutation misc numerical shape function misc cfst arch support misc characteristic load misc Technology misc T misc Engineering (General). Civil engineering (General) misc Biology (General) misc Physics misc Chemistry
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title	Stressing State Analysis of CFST Arch Supports in Deep Roadway Based on NSF Method
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title_sort	stressing state analysis of cfst arch supports in deep roadway based on nsf method
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title_auth	Stressing State Analysis of CFST Arch Supports in Deep Roadway Based on NSF Method
abstract	This paper experimentally analyzes the working behavior characteristics of five concrete-filled steel tube (CFST) arch supports in deep roadway based on the numerical shape function (NSF) method and structural stressing state theory. First, the measured strain data are expanded by the NSF method and modeled as generalized strain energy density (GSED) to characterize the stressing state of the supports. Then, one of the supports is taken as an example and the Mann-Kendall (M-K) criterion is adopted to detect the mutation characteristics of the support, which derives the new definition of structural failure load. Correspondingly, the stressing state modes as well as strain and stress fields for the support are proposed to verify their mutation characteristics. Finally, the common and different characteristics of stressing state, damage development and internal forces for different supports are also summarized. The analytical results of the supports explore a new analysis method for underground structures and the unseen knowledge provides a reference to more rational future design.
abstractGer	This paper experimentally analyzes the working behavior characteristics of five concrete-filled steel tube (CFST) arch supports in deep roadway based on the numerical shape function (NSF) method and structural stressing state theory. First, the measured strain data are expanded by the NSF method and modeled as generalized strain energy density (GSED) to characterize the stressing state of the supports. Then, one of the supports is taken as an example and the Mann-Kendall (M-K) criterion is adopted to detect the mutation characteristics of the support, which derives the new definition of structural failure load. Correspondingly, the stressing state modes as well as strain and stress fields for the support are proposed to verify their mutation characteristics. Finally, the common and different characteristics of stressing state, damage development and internal forces for different supports are also summarized. The analytical results of the supports explore a new analysis method for underground structures and the unseen knowledge provides a reference to more rational future design.
abstract_unstemmed	This paper experimentally analyzes the working behavior characteristics of five concrete-filled steel tube (CFST) arch supports in deep roadway based on the numerical shape function (NSF) method and structural stressing state theory. First, the measured strain data are expanded by the NSF method and modeled as generalized strain energy density (GSED) to characterize the stressing state of the supports. Then, one of the supports is taken as an example and the Mann-Kendall (M-K) criterion is adopted to detect the mutation characteristics of the support, which derives the new definition of structural failure load. Correspondingly, the stressing state modes as well as strain and stress fields for the support are proposed to verify their mutation characteristics. Finally, the common and different characteristics of stressing state, damage development and internal forces for different supports are also summarized. The analytical results of the supports explore a new analysis method for underground structures and the unseen knowledge provides a reference to more rational future design.
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title_short	Stressing State Analysis of CFST Arch Supports in Deep Roadway Based on NSF Method
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