Experimental study on the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading
Copious studies have focused on the bond behavior under monotonic loading. However, relative research under quasi-static cyclic loading is still limited. In order to improve the understanding of the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading, an experimental study was c...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Pang, Yuyang [verfasserIn] Wu, Gang [verfasserIn] Wang, Haitao [verfasserIn] Su, Zhilong [verfasserIn] He, Xiaoyuan [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2019 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Thin-walled structures - Amsterdam [u.a.] : Elsevier Science, 1983, 140, Seite 426-437 |
|---|---|
| Übergeordnetes Werk: |
volume:140 ; pages:426-437 |
| DOI / URN: |
10.1016/j.tws.2019.03.060 |
|---|
| Katalog-ID: |
ELV002250756 |
|---|
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| 245 | 1 | 0 | |a Experimental study on the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading |
| 264 | 1 | |c 2019 | |
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| 520 | |a Copious studies have focused on the bond behavior under monotonic loading. However, relative research under quasi-static cyclic loading is still limited. In order to improve the understanding of the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading, an experimental study was conducted in this paper. A series of the CFRP-steel single-shear specimens were manufactured to investigate the effects of bond length, adhesive thickness, adhesive type and loading procedures on the bond behavior of CFRP-steel interfaces. Strains and displacements on the specimen surface were measured by three-dimensional digital image correlation (3D-DIC) technology. The interfacial damage and the threshold load were analysed. The experimental results showed that the loading procedures had no effect on the ultimate loads of specimens with Sikadur-30 (CN), while the ultimate loads of specimens with. Araldite-2015 (CN) under quasi-static cyclic loading were less than those under monotonic loading. The bond-slip relationships under monotonic loading showed bilinear and trilinear shapes for the specimens with adhesives Sikadur-30 (CN) and Araldite-2015 (CN), respectively. The envelope lines of the load-slip and the bond-slip relationship tested under quasi-static cyclic loading could be traced by those under monotonic loading. Relationships between the damage parameter D and the normalized energy dissipation w d /G f and the normalized slip S i /S f were established by fitting experimental data. Based on the test results, the threshold loads could be detected for each specimen under the monotonic loading procedure, which was approximately 52.5% and 39.5% of the ultimate load for the specimens with adhesive Sikadur-30 (CN) and Araldite-2015 (CN), respectively. | ||
| 650 | 4 | |a CFRP | |
| 650 | 4 | |a Steel | |
| 650 | 4 | |a Bonded interface | |
| 650 | 4 | |a The quasi-static cyclic loading | |
| 650 | 4 | |a Bond-slip curve | |
| 650 | 4 | |a Damage parameter | |
| 700 | 1 | |a Wu, Gang |e verfasserin |4 aut | |
| 700 | 1 | |a Wang, Haitao |e verfasserin |4 aut | |
| 700 | 1 | |a Su, Zhilong |e verfasserin |4 aut | |
| 700 | 1 | |a He, Xiaoyuan |e verfasserin |4 aut | |
| 773 | 0 | 8 | |i Enthalten in |t Thin-walled structures |d Amsterdam [u.a.] : Elsevier Science, 1983 |g 140, Seite 426-437 |h Online-Ressource |w (DE-627)320423425 |w (DE-600)2002844-1 |w (DE-576)259484512 |7 nnns |
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| 936 | b | k | |a 50.31 |j Technische Mechanik |
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10.1016/j.tws.2019.03.060 doi (DE-627)ELV002250756 (ELSEVIER)S0263-8231(18)31436-8 DE-627 ger DE-627 rda eng 690 DE-600 50.31 bkl 56.11 bkl Pang, Yuyang verfasserin aut Experimental study on the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading 2019 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Copious studies have focused on the bond behavior under monotonic loading. However, relative research under quasi-static cyclic loading is still limited. In order to improve the understanding of the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading, an experimental study was conducted in this paper. A series of the CFRP-steel single-shear specimens were manufactured to investigate the effects of bond length, adhesive thickness, adhesive type and loading procedures on the bond behavior of CFRP-steel interfaces. Strains and displacements on the specimen surface were measured by three-dimensional digital image correlation (3D-DIC) technology. The interfacial damage and the threshold load were analysed. The experimental results showed that the loading procedures had no effect on the ultimate loads of specimens with Sikadur-30 (CN), while the ultimate loads of specimens with. Araldite-2015 (CN) under quasi-static cyclic loading were less than those under monotonic loading. The bond-slip relationships under monotonic loading showed bilinear and trilinear shapes for the specimens with adhesives Sikadur-30 (CN) and Araldite-2015 (CN), respectively. The envelope lines of the load-slip and the bond-slip relationship tested under quasi-static cyclic loading could be traced by those under monotonic loading. Relationships between the damage parameter D and the normalized energy dissipation w d /G f and the normalized slip S i /S f were established by fitting experimental data. Based on the test results, the threshold loads could be detected for each specimen under the monotonic loading procedure, which was approximately 52.5% and 39.5% of the ultimate load for the specimens with adhesive Sikadur-30 (CN) and Araldite-2015 (CN), respectively. CFRP Steel Bonded interface The quasi-static cyclic loading Bond-slip curve Damage parameter Wu, Gang verfasserin aut Wang, Haitao verfasserin aut Su, Zhilong verfasserin aut He, Xiaoyuan verfasserin aut Enthalten in Thin-walled structures Amsterdam [u.a.] : Elsevier Science, 1983 140, Seite 426-437 Online-Ressource (DE-627)320423425 (DE-600)2002844-1 (DE-576)259484512 nnns volume:140 pages:426-437 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_2001 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_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 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_2232 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 50.31 Technische Mechanik 56.11 Baukonstruktion AR 140 426-437 |
| spelling |
10.1016/j.tws.2019.03.060 doi (DE-627)ELV002250756 (ELSEVIER)S0263-8231(18)31436-8 DE-627 ger DE-627 rda eng 690 DE-600 50.31 bkl 56.11 bkl Pang, Yuyang verfasserin aut Experimental study on the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading 2019 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Copious studies have focused on the bond behavior under monotonic loading. However, relative research under quasi-static cyclic loading is still limited. In order to improve the understanding of the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading, an experimental study was conducted in this paper. A series of the CFRP-steel single-shear specimens were manufactured to investigate the effects of bond length, adhesive thickness, adhesive type and loading procedures on the bond behavior of CFRP-steel interfaces. Strains and displacements on the specimen surface were measured by three-dimensional digital image correlation (3D-DIC) technology. The interfacial damage and the threshold load were analysed. The experimental results showed that the loading procedures had no effect on the ultimate loads of specimens with Sikadur-30 (CN), while the ultimate loads of specimens with. Araldite-2015 (CN) under quasi-static cyclic loading were less than those under monotonic loading. The bond-slip relationships under monotonic loading showed bilinear and trilinear shapes for the specimens with adhesives Sikadur-30 (CN) and Araldite-2015 (CN), respectively. The envelope lines of the load-slip and the bond-slip relationship tested under quasi-static cyclic loading could be traced by those under monotonic loading. Relationships between the damage parameter D and the normalized energy dissipation w d /G f and the normalized slip S i /S f were established by fitting experimental data. Based on the test results, the threshold loads could be detected for each specimen under the monotonic loading procedure, which was approximately 52.5% and 39.5% of the ultimate load for the specimens with adhesive Sikadur-30 (CN) and Araldite-2015 (CN), respectively. CFRP Steel Bonded interface The quasi-static cyclic loading Bond-slip curve Damage parameter Wu, Gang verfasserin aut Wang, Haitao verfasserin aut Su, Zhilong verfasserin aut He, Xiaoyuan verfasserin aut Enthalten in Thin-walled structures Amsterdam [u.a.] : Elsevier Science, 1983 140, Seite 426-437 Online-Ressource (DE-627)320423425 (DE-600)2002844-1 (DE-576)259484512 nnns volume:140 pages:426-437 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_2001 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_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 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_2232 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 50.31 Technische Mechanik 56.11 Baukonstruktion AR 140 426-437 |
| allfields_unstemmed |
10.1016/j.tws.2019.03.060 doi (DE-627)ELV002250756 (ELSEVIER)S0263-8231(18)31436-8 DE-627 ger DE-627 rda eng 690 DE-600 50.31 bkl 56.11 bkl Pang, Yuyang verfasserin aut Experimental study on the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading 2019 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Copious studies have focused on the bond behavior under monotonic loading. However, relative research under quasi-static cyclic loading is still limited. In order to improve the understanding of the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading, an experimental study was conducted in this paper. A series of the CFRP-steel single-shear specimens were manufactured to investigate the effects of bond length, adhesive thickness, adhesive type and loading procedures on the bond behavior of CFRP-steel interfaces. Strains and displacements on the specimen surface were measured by three-dimensional digital image correlation (3D-DIC) technology. The interfacial damage and the threshold load were analysed. The experimental results showed that the loading procedures had no effect on the ultimate loads of specimens with Sikadur-30 (CN), while the ultimate loads of specimens with. Araldite-2015 (CN) under quasi-static cyclic loading were less than those under monotonic loading. The bond-slip relationships under monotonic loading showed bilinear and trilinear shapes for the specimens with adhesives Sikadur-30 (CN) and Araldite-2015 (CN), respectively. The envelope lines of the load-slip and the bond-slip relationship tested under quasi-static cyclic loading could be traced by those under monotonic loading. Relationships between the damage parameter D and the normalized energy dissipation w d /G f and the normalized slip S i /S f were established by fitting experimental data. Based on the test results, the threshold loads could be detected for each specimen under the monotonic loading procedure, which was approximately 52.5% and 39.5% of the ultimate load for the specimens with adhesive Sikadur-30 (CN) and Araldite-2015 (CN), respectively. CFRP Steel Bonded interface The quasi-static cyclic loading Bond-slip curve Damage parameter Wu, Gang verfasserin aut Wang, Haitao verfasserin aut Su, Zhilong verfasserin aut He, Xiaoyuan verfasserin aut Enthalten in Thin-walled structures Amsterdam [u.a.] : Elsevier Science, 1983 140, Seite 426-437 Online-Ressource (DE-627)320423425 (DE-600)2002844-1 (DE-576)259484512 nnns volume:140 pages:426-437 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_2001 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_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 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_2232 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 50.31 Technische Mechanik 56.11 Baukonstruktion AR 140 426-437 |
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10.1016/j.tws.2019.03.060 doi (DE-627)ELV002250756 (ELSEVIER)S0263-8231(18)31436-8 DE-627 ger DE-627 rda eng 690 DE-600 50.31 bkl 56.11 bkl Pang, Yuyang verfasserin aut Experimental study on the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading 2019 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Copious studies have focused on the bond behavior under monotonic loading. However, relative research under quasi-static cyclic loading is still limited. In order to improve the understanding of the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading, an experimental study was conducted in this paper. A series of the CFRP-steel single-shear specimens were manufactured to investigate the effects of bond length, adhesive thickness, adhesive type and loading procedures on the bond behavior of CFRP-steel interfaces. Strains and displacements on the specimen surface were measured by three-dimensional digital image correlation (3D-DIC) technology. The interfacial damage and the threshold load were analysed. The experimental results showed that the loading procedures had no effect on the ultimate loads of specimens with Sikadur-30 (CN), while the ultimate loads of specimens with. Araldite-2015 (CN) under quasi-static cyclic loading were less than those under monotonic loading. The bond-slip relationships under monotonic loading showed bilinear and trilinear shapes for the specimens with adhesives Sikadur-30 (CN) and Araldite-2015 (CN), respectively. The envelope lines of the load-slip and the bond-slip relationship tested under quasi-static cyclic loading could be traced by those under monotonic loading. Relationships between the damage parameter D and the normalized energy dissipation w d /G f and the normalized slip S i /S f were established by fitting experimental data. Based on the test results, the threshold loads could be detected for each specimen under the monotonic loading procedure, which was approximately 52.5% and 39.5% of the ultimate load for the specimens with adhesive Sikadur-30 (CN) and Araldite-2015 (CN), respectively. CFRP Steel Bonded interface The quasi-static cyclic loading Bond-slip curve Damage parameter Wu, Gang verfasserin aut Wang, Haitao verfasserin aut Su, Zhilong verfasserin aut He, Xiaoyuan verfasserin aut Enthalten in Thin-walled structures Amsterdam [u.a.] : Elsevier Science, 1983 140, Seite 426-437 Online-Ressource (DE-627)320423425 (DE-600)2002844-1 (DE-576)259484512 nnns volume:140 pages:426-437 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_2001 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_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 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_2232 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 50.31 Technische Mechanik 56.11 Baukonstruktion AR 140 426-437 |
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10.1016/j.tws.2019.03.060 doi (DE-627)ELV002250756 (ELSEVIER)S0263-8231(18)31436-8 DE-627 ger DE-627 rda eng 690 DE-600 50.31 bkl 56.11 bkl Pang, Yuyang verfasserin aut Experimental study on the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading 2019 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Copious studies have focused on the bond behavior under monotonic loading. However, relative research under quasi-static cyclic loading is still limited. In order to improve the understanding of the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading, an experimental study was conducted in this paper. A series of the CFRP-steel single-shear specimens were manufactured to investigate the effects of bond length, adhesive thickness, adhesive type and loading procedures on the bond behavior of CFRP-steel interfaces. Strains and displacements on the specimen surface were measured by three-dimensional digital image correlation (3D-DIC) technology. The interfacial damage and the threshold load were analysed. The experimental results showed that the loading procedures had no effect on the ultimate loads of specimens with Sikadur-30 (CN), while the ultimate loads of specimens with. Araldite-2015 (CN) under quasi-static cyclic loading were less than those under monotonic loading. The bond-slip relationships under monotonic loading showed bilinear and trilinear shapes for the specimens with adhesives Sikadur-30 (CN) and Araldite-2015 (CN), respectively. The envelope lines of the load-slip and the bond-slip relationship tested under quasi-static cyclic loading could be traced by those under monotonic loading. Relationships between the damage parameter D and the normalized energy dissipation w d /G f and the normalized slip S i /S f were established by fitting experimental data. Based on the test results, the threshold loads could be detected for each specimen under the monotonic loading procedure, which was approximately 52.5% and 39.5% of the ultimate load for the specimens with adhesive Sikadur-30 (CN) and Araldite-2015 (CN), respectively. CFRP Steel Bonded interface The quasi-static cyclic loading Bond-slip curve Damage parameter Wu, Gang verfasserin aut Wang, Haitao verfasserin aut Su, Zhilong verfasserin aut He, Xiaoyuan verfasserin aut Enthalten in Thin-walled structures Amsterdam [u.a.] : Elsevier Science, 1983 140, Seite 426-437 Online-Ressource (DE-627)320423425 (DE-600)2002844-1 (DE-576)259484512 nnns volume:140 pages:426-437 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_2001 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_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 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_2232 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 50.31 Technische Mechanik 56.11 Baukonstruktion AR 140 426-437 |
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Enthalten in Thin-walled structures 140, Seite 426-437 volume:140 pages:426-437 |
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Pang, Yuyang @@aut@@ Wu, Gang @@aut@@ Wang, Haitao @@aut@@ Su, Zhilong @@aut@@ He, Xiaoyuan @@aut@@ |
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Pang, Yuyang |
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Pang, Yuyang ddc 690 bkl 50.31 bkl 56.11 misc CFRP misc Steel misc Bonded interface misc The quasi-static cyclic loading misc Bond-slip curve misc Damage parameter Experimental study on the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading |
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690 DE-600 50.31 bkl 56.11 bkl Experimental study on the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading CFRP Steel Bonded interface The quasi-static cyclic loading Bond-slip curve Damage parameter |
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ddc 690 bkl 50.31 bkl 56.11 misc CFRP misc Steel misc Bonded interface misc The quasi-static cyclic loading misc Bond-slip curve misc Damage parameter |
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Experimental study on the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading |
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Experimental study on the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading |
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Pang, Yuyang |
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Pang, Yuyang Wu, Gang Wang, Haitao Su, Zhilong He, Xiaoyuan |
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experimental study on the bond behavior of cfrp-steel interfaces under quasi-static cyclic loading |
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Experimental study on the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading |
| abstract |
Copious studies have focused on the bond behavior under monotonic loading. However, relative research under quasi-static cyclic loading is still limited. In order to improve the understanding of the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading, an experimental study was conducted in this paper. A series of the CFRP-steel single-shear specimens were manufactured to investigate the effects of bond length, adhesive thickness, adhesive type and loading procedures on the bond behavior of CFRP-steel interfaces. Strains and displacements on the specimen surface were measured by three-dimensional digital image correlation (3D-DIC) technology. The interfacial damage and the threshold load were analysed. The experimental results showed that the loading procedures had no effect on the ultimate loads of specimens with Sikadur-30 (CN), while the ultimate loads of specimens with. Araldite-2015 (CN) under quasi-static cyclic loading were less than those under monotonic loading. The bond-slip relationships under monotonic loading showed bilinear and trilinear shapes for the specimens with adhesives Sikadur-30 (CN) and Araldite-2015 (CN), respectively. The envelope lines of the load-slip and the bond-slip relationship tested under quasi-static cyclic loading could be traced by those under monotonic loading. Relationships between the damage parameter D and the normalized energy dissipation w d /G f and the normalized slip S i /S f were established by fitting experimental data. Based on the test results, the threshold loads could be detected for each specimen under the monotonic loading procedure, which was approximately 52.5% and 39.5% of the ultimate load for the specimens with adhesive Sikadur-30 (CN) and Araldite-2015 (CN), respectively. |
| abstractGer |
Copious studies have focused on the bond behavior under monotonic loading. However, relative research under quasi-static cyclic loading is still limited. In order to improve the understanding of the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading, an experimental study was conducted in this paper. A series of the CFRP-steel single-shear specimens were manufactured to investigate the effects of bond length, adhesive thickness, adhesive type and loading procedures on the bond behavior of CFRP-steel interfaces. Strains and displacements on the specimen surface were measured by three-dimensional digital image correlation (3D-DIC) technology. The interfacial damage and the threshold load were analysed. The experimental results showed that the loading procedures had no effect on the ultimate loads of specimens with Sikadur-30 (CN), while the ultimate loads of specimens with. Araldite-2015 (CN) under quasi-static cyclic loading were less than those under monotonic loading. The bond-slip relationships under monotonic loading showed bilinear and trilinear shapes for the specimens with adhesives Sikadur-30 (CN) and Araldite-2015 (CN), respectively. The envelope lines of the load-slip and the bond-slip relationship tested under quasi-static cyclic loading could be traced by those under monotonic loading. Relationships between the damage parameter D and the normalized energy dissipation w d /G f and the normalized slip S i /S f were established by fitting experimental data. Based on the test results, the threshold loads could be detected for each specimen under the monotonic loading procedure, which was approximately 52.5% and 39.5% of the ultimate load for the specimens with adhesive Sikadur-30 (CN) and Araldite-2015 (CN), respectively. |
| abstract_unstemmed |
Copious studies have focused on the bond behavior under monotonic loading. However, relative research under quasi-static cyclic loading is still limited. In order to improve the understanding of the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading, an experimental study was conducted in this paper. A series of the CFRP-steel single-shear specimens were manufactured to investigate the effects of bond length, adhesive thickness, adhesive type and loading procedures on the bond behavior of CFRP-steel interfaces. Strains and displacements on the specimen surface were measured by three-dimensional digital image correlation (3D-DIC) technology. The interfacial damage and the threshold load were analysed. The experimental results showed that the loading procedures had no effect on the ultimate loads of specimens with Sikadur-30 (CN), while the ultimate loads of specimens with. Araldite-2015 (CN) under quasi-static cyclic loading were less than those under monotonic loading. The bond-slip relationships under monotonic loading showed bilinear and trilinear shapes for the specimens with adhesives Sikadur-30 (CN) and Araldite-2015 (CN), respectively. The envelope lines of the load-slip and the bond-slip relationship tested under quasi-static cyclic loading could be traced by those under monotonic loading. Relationships between the damage parameter D and the normalized energy dissipation w d /G f and the normalized slip S i /S f were established by fitting experimental data. Based on the test results, the threshold loads could be detected for each specimen under the monotonic loading procedure, which was approximately 52.5% and 39.5% of the ultimate load for the specimens with adhesive Sikadur-30 (CN) and Araldite-2015 (CN), respectively. |
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Experimental study on the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading |
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| score |
7.401971 |