Failure mechanisms governing anchoring force of friction-based wedge anchorage for prestressed CFRP plate

An efficient anchorage system is demanded for the Carbon Fiber Reinforced Polymer (CFRP) plates with various sizes in structure reinforcements. The short-term governing failure modes were studied experimentally and numerically in determining the anchoring force of friction-based wedge anchorages to...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Ye, Huawen [verfasserIn] Zhang, Qing [verfasserIn] Liu, Changmeng [verfasserIn] Wu, Chuanjie [verfasserIn] Duan, Zhichao [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2019

Schlagwörter:	CFRP plate Wedge anchorage Pretensioned bolt Failure mode Tension test

Übergeordnetes Werk:	Enthalten in: Composite structures - Amsterdam : Elsevier, 1983, 225
Übergeordnetes Werk:	volume:225

DOI / URN:	10.1016/j.compstruct.2019.111142

Katalog-ID:	ELV002664216

Internformat


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520			\|a An efficient anchorage system is demanded for the Carbon Fiber Reinforced Polymer (CFRP) plates with various sizes in structure reinforcements. The short-term governing failure modes were studied experimentally and numerically in determining the anchoring force of friction-based wedge anchorages to fulfill for all failure criteria for different variables, including the barrel and wedge thickness, length of wedge corner cut, roughness of contact surface, and the pretension load. A series of anchorages were investigated using pull-off tests to obtain the maximum anchoring force and the sequence of failure modes. The anchorage behavior was then simulated by three-dimensional numerical models to attain the maximum anchoring force for each performance criterion under varying conditions. Both the sliding and interlaminar debonding, rather than the tensile rupture, were found to determine the maximum anchoring force of a compact anchorage in the specific range of the parameter values involved. The wide and thin CFRP plate in the anchorage zone was prone to interlaminar debonding and the narrow and thick one tended to sliding or rupture. The parametric studies demonstrated that the CFRP size, the friction coefficient, and the bolt pretension load have significant influences on the maximum anchoring force of the friction-based anchorages.
650		4	\|a CFRP plate
650		4	\|a Wedge anchorage
650		4	\|a Pretensioned bolt
650		4	\|a Failure mode
650		4	\|a Tension test
700	1		\|a Zhang, Qing \|e verfasserin \|4 aut
700	1		\|a Liu, Changmeng \|e verfasserin \|4 aut
700	1		\|a Wu, Chuanjie \|e verfasserin \|4 aut
700	1		\|a Duan, Zhichao \|e verfasserin \|4 aut
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912			\|a GBV_ILN_4046
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912			\|a GBV_ILN_4324
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936	b	k	\|a 51.75 \|j Verbundwerkstoffe \|j Schichtstoffe
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Indexfelder

author_variant	h y hy q z qz c l cl c w cw z d zd
matchkey_str	article:02638223:2019----::alrmcaimgvrignhrnfrefrcinaewdenhrg
hierarchy_sort_str	2019
bklnumber	51.75
publishDate	2019
allfields	10.1016/j.compstruct.2019.111142 doi (DE-627)ELV002664216 (ELSEVIER)S0263-8223(19)31461-8 DE-627 ger DE-627 rda eng 670 DE-600 51.75 bkl Ye, Huawen verfasserin aut Failure mechanisms governing anchoring force of friction-based wedge anchorage for prestressed CFRP plate 2019 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier An efficient anchorage system is demanded for the Carbon Fiber Reinforced Polymer (CFRP) plates with various sizes in structure reinforcements. The short-term governing failure modes were studied experimentally and numerically in determining the anchoring force of friction-based wedge anchorages to fulfill for all failure criteria for different variables, including the barrel and wedge thickness, length of wedge corner cut, roughness of contact surface, and the pretension load. A series of anchorages were investigated using pull-off tests to obtain the maximum anchoring force and the sequence of failure modes. The anchorage behavior was then simulated by three-dimensional numerical models to attain the maximum anchoring force for each performance criterion under varying conditions. Both the sliding and interlaminar debonding, rather than the tensile rupture, were found to determine the maximum anchoring force of a compact anchorage in the specific range of the parameter values involved. The wide and thin CFRP plate in the anchorage zone was prone to interlaminar debonding and the narrow and thick one tended to sliding or rupture. The parametric studies demonstrated that the CFRP size, the friction coefficient, and the bolt pretension load have significant influences on the maximum anchoring force of the friction-based anchorages. CFRP plate Wedge anchorage Pretensioned bolt Failure mode Tension test Zhang, Qing verfasserin aut Liu, Changmeng verfasserin aut Wu, Chuanjie verfasserin aut Duan, Zhichao verfasserin aut Enthalten in Composite structures Amsterdam : Elsevier, 1983 225 (DE-627)320509044 (DE-600)2013177-X (DE-576)094531447 0263-8223 nnns volume:225 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 51.75 Verbundwerkstoffe Schichtstoffe AR 225
spelling	10.1016/j.compstruct.2019.111142 doi (DE-627)ELV002664216 (ELSEVIER)S0263-8223(19)31461-8 DE-627 ger DE-627 rda eng 670 DE-600 51.75 bkl Ye, Huawen verfasserin aut Failure mechanisms governing anchoring force of friction-based wedge anchorage for prestressed CFRP plate 2019 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier An efficient anchorage system is demanded for the Carbon Fiber Reinforced Polymer (CFRP) plates with various sizes in structure reinforcements. The short-term governing failure modes were studied experimentally and numerically in determining the anchoring force of friction-based wedge anchorages to fulfill for all failure criteria for different variables, including the barrel and wedge thickness, length of wedge corner cut, roughness of contact surface, and the pretension load. A series of anchorages were investigated using pull-off tests to obtain the maximum anchoring force and the sequence of failure modes. The anchorage behavior was then simulated by three-dimensional numerical models to attain the maximum anchoring force for each performance criterion under varying conditions. Both the sliding and interlaminar debonding, rather than the tensile rupture, were found to determine the maximum anchoring force of a compact anchorage in the specific range of the parameter values involved. The wide and thin CFRP plate in the anchorage zone was prone to interlaminar debonding and the narrow and thick one tended to sliding or rupture. The parametric studies demonstrated that the CFRP size, the friction coefficient, and the bolt pretension load have significant influences on the maximum anchoring force of the friction-based anchorages. CFRP plate Wedge anchorage Pretensioned bolt Failure mode Tension test Zhang, Qing verfasserin aut Liu, Changmeng verfasserin aut Wu, Chuanjie verfasserin aut Duan, Zhichao verfasserin aut Enthalten in Composite structures Amsterdam : Elsevier, 1983 225 (DE-627)320509044 (DE-600)2013177-X (DE-576)094531447 0263-8223 nnns volume:225 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 51.75 Verbundwerkstoffe Schichtstoffe AR 225
allfields_unstemmed	10.1016/j.compstruct.2019.111142 doi (DE-627)ELV002664216 (ELSEVIER)S0263-8223(19)31461-8 DE-627 ger DE-627 rda eng 670 DE-600 51.75 bkl Ye, Huawen verfasserin aut Failure mechanisms governing anchoring force of friction-based wedge anchorage for prestressed CFRP plate 2019 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier An efficient anchorage system is demanded for the Carbon Fiber Reinforced Polymer (CFRP) plates with various sizes in structure reinforcements. The short-term governing failure modes were studied experimentally and numerically in determining the anchoring force of friction-based wedge anchorages to fulfill for all failure criteria for different variables, including the barrel and wedge thickness, length of wedge corner cut, roughness of contact surface, and the pretension load. A series of anchorages were investigated using pull-off tests to obtain the maximum anchoring force and the sequence of failure modes. The anchorage behavior was then simulated by three-dimensional numerical models to attain the maximum anchoring force for each performance criterion under varying conditions. Both the sliding and interlaminar debonding, rather than the tensile rupture, were found to determine the maximum anchoring force of a compact anchorage in the specific range of the parameter values involved. The wide and thin CFRP plate in the anchorage zone was prone to interlaminar debonding and the narrow and thick one tended to sliding or rupture. The parametric studies demonstrated that the CFRP size, the friction coefficient, and the bolt pretension load have significant influences on the maximum anchoring force of the friction-based anchorages. CFRP plate Wedge anchorage Pretensioned bolt Failure mode Tension test Zhang, Qing verfasserin aut Liu, Changmeng verfasserin aut Wu, Chuanjie verfasserin aut Duan, Zhichao verfasserin aut Enthalten in Composite structures Amsterdam : Elsevier, 1983 225 (DE-627)320509044 (DE-600)2013177-X (DE-576)094531447 0263-8223 nnns volume:225 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 51.75 Verbundwerkstoffe Schichtstoffe AR 225
allfieldsGer	10.1016/j.compstruct.2019.111142 doi (DE-627)ELV002664216 (ELSEVIER)S0263-8223(19)31461-8 DE-627 ger DE-627 rda eng 670 DE-600 51.75 bkl Ye, Huawen verfasserin aut Failure mechanisms governing anchoring force of friction-based wedge anchorage for prestressed CFRP plate 2019 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier An efficient anchorage system is demanded for the Carbon Fiber Reinforced Polymer (CFRP) plates with various sizes in structure reinforcements. The short-term governing failure modes were studied experimentally and numerically in determining the anchoring force of friction-based wedge anchorages to fulfill for all failure criteria for different variables, including the barrel and wedge thickness, length of wedge corner cut, roughness of contact surface, and the pretension load. A series of anchorages were investigated using pull-off tests to obtain the maximum anchoring force and the sequence of failure modes. The anchorage behavior was then simulated by three-dimensional numerical models to attain the maximum anchoring force for each performance criterion under varying conditions. Both the sliding and interlaminar debonding, rather than the tensile rupture, were found to determine the maximum anchoring force of a compact anchorage in the specific range of the parameter values involved. The wide and thin CFRP plate in the anchorage zone was prone to interlaminar debonding and the narrow and thick one tended to sliding or rupture. The parametric studies demonstrated that the CFRP size, the friction coefficient, and the bolt pretension load have significant influences on the maximum anchoring force of the friction-based anchorages. CFRP plate Wedge anchorage Pretensioned bolt Failure mode Tension test Zhang, Qing verfasserin aut Liu, Changmeng verfasserin aut Wu, Chuanjie verfasserin aut Duan, Zhichao verfasserin aut Enthalten in Composite structures Amsterdam : Elsevier, 1983 225 (DE-627)320509044 (DE-600)2013177-X (DE-576)094531447 0263-8223 nnns volume:225 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 51.75 Verbundwerkstoffe Schichtstoffe AR 225
allfieldsSound	10.1016/j.compstruct.2019.111142 doi (DE-627)ELV002664216 (ELSEVIER)S0263-8223(19)31461-8 DE-627 ger DE-627 rda eng 670 DE-600 51.75 bkl Ye, Huawen verfasserin aut Failure mechanisms governing anchoring force of friction-based wedge anchorage for prestressed CFRP plate 2019 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier An efficient anchorage system is demanded for the Carbon Fiber Reinforced Polymer (CFRP) plates with various sizes in structure reinforcements. The short-term governing failure modes were studied experimentally and numerically in determining the anchoring force of friction-based wedge anchorages to fulfill for all failure criteria for different variables, including the barrel and wedge thickness, length of wedge corner cut, roughness of contact surface, and the pretension load. A series of anchorages were investigated using pull-off tests to obtain the maximum anchoring force and the sequence of failure modes. The anchorage behavior was then simulated by three-dimensional numerical models to attain the maximum anchoring force for each performance criterion under varying conditions. Both the sliding and interlaminar debonding, rather than the tensile rupture, were found to determine the maximum anchoring force of a compact anchorage in the specific range of the parameter values involved. The wide and thin CFRP plate in the anchorage zone was prone to interlaminar debonding and the narrow and thick one tended to sliding or rupture. The parametric studies demonstrated that the CFRP size, the friction coefficient, and the bolt pretension load have significant influences on the maximum anchoring force of the friction-based anchorages. CFRP plate Wedge anchorage Pretensioned bolt Failure mode Tension test Zhang, Qing verfasserin aut Liu, Changmeng verfasserin aut Wu, Chuanjie verfasserin aut Duan, Zhichao verfasserin aut Enthalten in Composite structures Amsterdam : Elsevier, 1983 225 (DE-627)320509044 (DE-600)2013177-X (DE-576)094531447 0263-8223 nnns volume:225 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 51.75 Verbundwerkstoffe Schichtstoffe AR 225
language	English
source	Enthalten in Composite structures 225 volume:225
sourceStr	Enthalten in Composite structures 225 volume:225
format_phy_str_mv	Article
bklname	Verbundwerkstoffe Schichtstoffe
institution	findex.gbv.de
topic_facet	CFRP plate Wedge anchorage Pretensioned bolt Failure mode Tension test
dewey-raw	670
isfreeaccess_bool	false
container_title	Composite structures
authorswithroles_txt_mv	Ye, Huawen @@aut@@ Zhang, Qing @@aut@@ Liu, Changmeng @@aut@@ Wu, Chuanjie @@aut@@ Duan, Zhichao @@aut@@
publishDateDaySort_date	2019-01-01T00:00:00Z
hierarchy_top_id	320509044
dewey-sort	3670
id	ELV002664216
language_de	englisch
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author	Ye, Huawen
spellingShingle	Ye, Huawen ddc 670 bkl 51.75 misc CFRP plate misc Wedge anchorage misc Pretensioned bolt misc Failure mode misc Tension test Failure mechanisms governing anchoring force of friction-based wedge anchorage for prestressed CFRP plate
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topic_title	670 DE-600 51.75 bkl Failure mechanisms governing anchoring force of friction-based wedge anchorage for prestressed CFRP plate CFRP plate Wedge anchorage Pretensioned bolt Failure mode Tension test
topic	ddc 670 bkl 51.75 misc CFRP plate misc Wedge anchorage misc Pretensioned bolt misc Failure mode misc Tension test
topic_unstemmed	ddc 670 bkl 51.75 misc CFRP plate misc Wedge anchorage misc Pretensioned bolt misc Failure mode misc Tension test
topic_browse	ddc 670 bkl 51.75 misc CFRP plate misc Wedge anchorage misc Pretensioned bolt misc Failure mode misc Tension test
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title	Failure mechanisms governing anchoring force of friction-based wedge anchorage for prestressed CFRP plate
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title_full	Failure mechanisms governing anchoring force of friction-based wedge anchorage for prestressed CFRP plate
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author_browse	Ye, Huawen Zhang, Qing Liu, Changmeng Wu, Chuanjie Duan, Zhichao
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title_sort	failure mechanisms governing anchoring force of friction-based wedge anchorage for prestressed cfrp plate
title_auth	Failure mechanisms governing anchoring force of friction-based wedge anchorage for prestressed CFRP plate
abstract	An efficient anchorage system is demanded for the Carbon Fiber Reinforced Polymer (CFRP) plates with various sizes in structure reinforcements. The short-term governing failure modes were studied experimentally and numerically in determining the anchoring force of friction-based wedge anchorages to fulfill for all failure criteria for different variables, including the barrel and wedge thickness, length of wedge corner cut, roughness of contact surface, and the pretension load. A series of anchorages were investigated using pull-off tests to obtain the maximum anchoring force and the sequence of failure modes. The anchorage behavior was then simulated by three-dimensional numerical models to attain the maximum anchoring force for each performance criterion under varying conditions. Both the sliding and interlaminar debonding, rather than the tensile rupture, were found to determine the maximum anchoring force of a compact anchorage in the specific range of the parameter values involved. The wide and thin CFRP plate in the anchorage zone was prone to interlaminar debonding and the narrow and thick one tended to sliding or rupture. The parametric studies demonstrated that the CFRP size, the friction coefficient, and the bolt pretension load have significant influences on the maximum anchoring force of the friction-based anchorages.
abstractGer	An efficient anchorage system is demanded for the Carbon Fiber Reinforced Polymer (CFRP) plates with various sizes in structure reinforcements. The short-term governing failure modes were studied experimentally and numerically in determining the anchoring force of friction-based wedge anchorages to fulfill for all failure criteria for different variables, including the barrel and wedge thickness, length of wedge corner cut, roughness of contact surface, and the pretension load. A series of anchorages were investigated using pull-off tests to obtain the maximum anchoring force and the sequence of failure modes. The anchorage behavior was then simulated by three-dimensional numerical models to attain the maximum anchoring force for each performance criterion under varying conditions. Both the sliding and interlaminar debonding, rather than the tensile rupture, were found to determine the maximum anchoring force of a compact anchorage in the specific range of the parameter values involved. The wide and thin CFRP plate in the anchorage zone was prone to interlaminar debonding and the narrow and thick one tended to sliding or rupture. The parametric studies demonstrated that the CFRP size, the friction coefficient, and the bolt pretension load have significant influences on the maximum anchoring force of the friction-based anchorages.
abstract_unstemmed	An efficient anchorage system is demanded for the Carbon Fiber Reinforced Polymer (CFRP) plates with various sizes in structure reinforcements. The short-term governing failure modes were studied experimentally and numerically in determining the anchoring force of friction-based wedge anchorages to fulfill for all failure criteria for different variables, including the barrel and wedge thickness, length of wedge corner cut, roughness of contact surface, and the pretension load. A series of anchorages were investigated using pull-off tests to obtain the maximum anchoring force and the sequence of failure modes. The anchorage behavior was then simulated by three-dimensional numerical models to attain the maximum anchoring force for each performance criterion under varying conditions. Both the sliding and interlaminar debonding, rather than the tensile rupture, were found to determine the maximum anchoring force of a compact anchorage in the specific range of the parameter values involved. The wide and thin CFRP plate in the anchorage zone was prone to interlaminar debonding and the narrow and thick one tended to sliding or rupture. The parametric studies demonstrated that the CFRP size, the friction coefficient, and the bolt pretension load have significant influences on the maximum anchoring force of the friction-based anchorages.
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title_short	Failure mechanisms governing anchoring force of friction-based wedge anchorage for prestressed CFRP plate
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author2	Zhang, Qing Liu, Changmeng Wu, Chuanjie Duan, Zhichao
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up_date	2024-07-06T17:02:01.473Z
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Failure mechanisms governing anchoring force of friction-based wedge anchorage for prestressed CFRP plate

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