Experimental study of bond behavior of laminated bamboo plate to concrete interfaces
Abstract This research experimentally studied the bond behavior of laminated bamboo (LB) plate to concrete interface. Totally forty-five single shear pull-out specimens, which were categorized in nine groups, were prepared and tested to determine the bond characteristics. Plate thicknesses, plate wi...
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| Autor*in: |
Zhang, Fuwen [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2021 |
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| Schlagwörter: |
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| Anmerkung: |
© RILEM 2021 |
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| Übergeordnetes Werk: |
Enthalten in: Materials and structures - Springer Netherlands, 1985, 54(2021), 1 vom: 18. Jan. |
|---|---|
| Übergeordnetes Werk: |
volume:54 ; year:2021 ; number:1 ; day:18 ; month:01 |
| Links: |
|---|
| DOI / URN: |
10.1617/s11527-021-01616-x |
|---|
| Katalog-ID: |
OLC2122823542 |
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| 520 | |a Abstract This research experimentally studied the bond behavior of laminated bamboo (LB) plate to concrete interface. Totally forty-five single shear pull-out specimens, which were categorized in nine groups, were prepared and tested to determine the bond characteristics. Plate thicknesses, plate widths and bond lengths were the three major parameters considered in the specimen preparations. It was found that debonding in concrete near the concrete-adhesive interface often occurred in the specimens with bond length less than 150 mm, and a mixed failure mode of debonding at the bamboo plate-adhesive interface and debonding in concrete was observed in most specimens with bond length equal to and over 150 mm. The coefficient of variation of the LB-concrete bond specimens was lower than such value of similar FRP-concrete bond specimens. This confirmed that the interfaces of LB plate to concrete can exhibit sufficient reliability for engineering applications. The models for predicting peak load, effective bond length and bond stress–slip curve, originally used for FRP bonded concrete specimens, were calibrated for LB bonded concrete specimens based on the test results. Compared with other models, the models proposed by Teng et al. and Zhou were more accurate for the prediction of the peak load and effective bond length of the LB bonded concrete specimens. Classical power function model with a linear descending branch was able to effectively describe the nonlinear bond stress–slip curves and achieved good agreement with test results. | ||
| 650 | 4 | |a Laminated bamboo plate | |
| 650 | 4 | |a Concrete | |
| 650 | 4 | |a Single shear pull-out test | |
| 650 | 4 | |a Bond behavior | |
| 650 | 4 | |a Bond stress–slip model | |
| 700 | 1 | |a Wan, Baolin |4 aut | |
| 700 | 1 | |a Xu, Qingfeng |4 aut | |
| 700 | 1 | |a Wang, Mingqian |4 aut | |
| 700 | 1 | |a Wang, Zhuolin |4 aut | |
| 700 | 1 | |a Leng, Yubing |4 aut | |
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10.1617/s11527-021-01616-x doi (DE-627)OLC2122823542 (DE-He213)s11527-021-01616-x-p DE-627 ger DE-627 rakwb eng 690 VZ Zhang, Fuwen verfasserin aut Experimental study of bond behavior of laminated bamboo plate to concrete interfaces 2021 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2021 Abstract This research experimentally studied the bond behavior of laminated bamboo (LB) plate to concrete interface. Totally forty-five single shear pull-out specimens, which were categorized in nine groups, were prepared and tested to determine the bond characteristics. Plate thicknesses, plate widths and bond lengths were the three major parameters considered in the specimen preparations. It was found that debonding in concrete near the concrete-adhesive interface often occurred in the specimens with bond length less than 150 mm, and a mixed failure mode of debonding at the bamboo plate-adhesive interface and debonding in concrete was observed in most specimens with bond length equal to and over 150 mm. The coefficient of variation of the LB-concrete bond specimens was lower than such value of similar FRP-concrete bond specimens. This confirmed that the interfaces of LB plate to concrete can exhibit sufficient reliability for engineering applications. The models for predicting peak load, effective bond length and bond stress–slip curve, originally used for FRP bonded concrete specimens, were calibrated for LB bonded concrete specimens based on the test results. Compared with other models, the models proposed by Teng et al. and Zhou were more accurate for the prediction of the peak load and effective bond length of the LB bonded concrete specimens. Classical power function model with a linear descending branch was able to effectively describe the nonlinear bond stress–slip curves and achieved good agreement with test results. Laminated bamboo plate Concrete Single shear pull-out test Bond behavior Bond stress–slip model Wan, Baolin aut Xu, Qingfeng aut Wang, Mingqian aut Wang, Zhuolin aut Leng, Yubing aut Enthalten in Materials and structures Springer Netherlands, 1985 54(2021), 1 vom: 18. Jan. (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:54 year:2021 number:1 day:18 month:01 https://doi.org/10.1617/s11527-021-01616-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_2016 AR 54 2021 1 18 01 |
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10.1617/s11527-021-01616-x doi (DE-627)OLC2122823542 (DE-He213)s11527-021-01616-x-p DE-627 ger DE-627 rakwb eng 690 VZ Zhang, Fuwen verfasserin aut Experimental study of bond behavior of laminated bamboo plate to concrete interfaces 2021 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2021 Abstract This research experimentally studied the bond behavior of laminated bamboo (LB) plate to concrete interface. Totally forty-five single shear pull-out specimens, which were categorized in nine groups, were prepared and tested to determine the bond characteristics. Plate thicknesses, plate widths and bond lengths were the three major parameters considered in the specimen preparations. It was found that debonding in concrete near the concrete-adhesive interface often occurred in the specimens with bond length less than 150 mm, and a mixed failure mode of debonding at the bamboo plate-adhesive interface and debonding in concrete was observed in most specimens with bond length equal to and over 150 mm. The coefficient of variation of the LB-concrete bond specimens was lower than such value of similar FRP-concrete bond specimens. This confirmed that the interfaces of LB plate to concrete can exhibit sufficient reliability for engineering applications. The models for predicting peak load, effective bond length and bond stress–slip curve, originally used for FRP bonded concrete specimens, were calibrated for LB bonded concrete specimens based on the test results. Compared with other models, the models proposed by Teng et al. and Zhou were more accurate for the prediction of the peak load and effective bond length of the LB bonded concrete specimens. Classical power function model with a linear descending branch was able to effectively describe the nonlinear bond stress–slip curves and achieved good agreement with test results. Laminated bamboo plate Concrete Single shear pull-out test Bond behavior Bond stress–slip model Wan, Baolin aut Xu, Qingfeng aut Wang, Mingqian aut Wang, Zhuolin aut Leng, Yubing aut Enthalten in Materials and structures Springer Netherlands, 1985 54(2021), 1 vom: 18. Jan. (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:54 year:2021 number:1 day:18 month:01 https://doi.org/10.1617/s11527-021-01616-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_2016 AR 54 2021 1 18 01 |
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10.1617/s11527-021-01616-x doi (DE-627)OLC2122823542 (DE-He213)s11527-021-01616-x-p DE-627 ger DE-627 rakwb eng 690 VZ Zhang, Fuwen verfasserin aut Experimental study of bond behavior of laminated bamboo plate to concrete interfaces 2021 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2021 Abstract This research experimentally studied the bond behavior of laminated bamboo (LB) plate to concrete interface. Totally forty-five single shear pull-out specimens, which were categorized in nine groups, were prepared and tested to determine the bond characteristics. Plate thicknesses, plate widths and bond lengths were the three major parameters considered in the specimen preparations. It was found that debonding in concrete near the concrete-adhesive interface often occurred in the specimens with bond length less than 150 mm, and a mixed failure mode of debonding at the bamboo plate-adhesive interface and debonding in concrete was observed in most specimens with bond length equal to and over 150 mm. The coefficient of variation of the LB-concrete bond specimens was lower than such value of similar FRP-concrete bond specimens. This confirmed that the interfaces of LB plate to concrete can exhibit sufficient reliability for engineering applications. The models for predicting peak load, effective bond length and bond stress–slip curve, originally used for FRP bonded concrete specimens, were calibrated for LB bonded concrete specimens based on the test results. Compared with other models, the models proposed by Teng et al. and Zhou were more accurate for the prediction of the peak load and effective bond length of the LB bonded concrete specimens. Classical power function model with a linear descending branch was able to effectively describe the nonlinear bond stress–slip curves and achieved good agreement with test results. Laminated bamboo plate Concrete Single shear pull-out test Bond behavior Bond stress–slip model Wan, Baolin aut Xu, Qingfeng aut Wang, Mingqian aut Wang, Zhuolin aut Leng, Yubing aut Enthalten in Materials and structures Springer Netherlands, 1985 54(2021), 1 vom: 18. Jan. (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:54 year:2021 number:1 day:18 month:01 https://doi.org/10.1617/s11527-021-01616-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_2016 AR 54 2021 1 18 01 |
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10.1617/s11527-021-01616-x doi (DE-627)OLC2122823542 (DE-He213)s11527-021-01616-x-p DE-627 ger DE-627 rakwb eng 690 VZ Zhang, Fuwen verfasserin aut Experimental study of bond behavior of laminated bamboo plate to concrete interfaces 2021 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2021 Abstract This research experimentally studied the bond behavior of laminated bamboo (LB) plate to concrete interface. Totally forty-five single shear pull-out specimens, which were categorized in nine groups, were prepared and tested to determine the bond characteristics. Plate thicknesses, plate widths and bond lengths were the three major parameters considered in the specimen preparations. It was found that debonding in concrete near the concrete-adhesive interface often occurred in the specimens with bond length less than 150 mm, and a mixed failure mode of debonding at the bamboo plate-adhesive interface and debonding in concrete was observed in most specimens with bond length equal to and over 150 mm. The coefficient of variation of the LB-concrete bond specimens was lower than such value of similar FRP-concrete bond specimens. This confirmed that the interfaces of LB plate to concrete can exhibit sufficient reliability for engineering applications. The models for predicting peak load, effective bond length and bond stress–slip curve, originally used for FRP bonded concrete specimens, were calibrated for LB bonded concrete specimens based on the test results. Compared with other models, the models proposed by Teng et al. and Zhou were more accurate for the prediction of the peak load and effective bond length of the LB bonded concrete specimens. Classical power function model with a linear descending branch was able to effectively describe the nonlinear bond stress–slip curves and achieved good agreement with test results. Laminated bamboo plate Concrete Single shear pull-out test Bond behavior Bond stress–slip model Wan, Baolin aut Xu, Qingfeng aut Wang, Mingqian aut Wang, Zhuolin aut Leng, Yubing aut Enthalten in Materials and structures Springer Netherlands, 1985 54(2021), 1 vom: 18. Jan. (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:54 year:2021 number:1 day:18 month:01 https://doi.org/10.1617/s11527-021-01616-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_2016 AR 54 2021 1 18 01 |
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10.1617/s11527-021-01616-x doi (DE-627)OLC2122823542 (DE-He213)s11527-021-01616-x-p DE-627 ger DE-627 rakwb eng 690 VZ Zhang, Fuwen verfasserin aut Experimental study of bond behavior of laminated bamboo plate to concrete interfaces 2021 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2021 Abstract This research experimentally studied the bond behavior of laminated bamboo (LB) plate to concrete interface. Totally forty-five single shear pull-out specimens, which were categorized in nine groups, were prepared and tested to determine the bond characteristics. Plate thicknesses, plate widths and bond lengths were the three major parameters considered in the specimen preparations. It was found that debonding in concrete near the concrete-adhesive interface often occurred in the specimens with bond length less than 150 mm, and a mixed failure mode of debonding at the bamboo plate-adhesive interface and debonding in concrete was observed in most specimens with bond length equal to and over 150 mm. The coefficient of variation of the LB-concrete bond specimens was lower than such value of similar FRP-concrete bond specimens. This confirmed that the interfaces of LB plate to concrete can exhibit sufficient reliability for engineering applications. The models for predicting peak load, effective bond length and bond stress–slip curve, originally used for FRP bonded concrete specimens, were calibrated for LB bonded concrete specimens based on the test results. Compared with other models, the models proposed by Teng et al. and Zhou were more accurate for the prediction of the peak load and effective bond length of the LB bonded concrete specimens. Classical power function model with a linear descending branch was able to effectively describe the nonlinear bond stress–slip curves and achieved good agreement with test results. Laminated bamboo plate Concrete Single shear pull-out test Bond behavior Bond stress–slip model Wan, Baolin aut Xu, Qingfeng aut Wang, Mingqian aut Wang, Zhuolin aut Leng, Yubing aut Enthalten in Materials and structures Springer Netherlands, 1985 54(2021), 1 vom: 18. Jan. (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:54 year:2021 number:1 day:18 month:01 https://doi.org/10.1617/s11527-021-01616-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_2016 AR 54 2021 1 18 01 |
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experimental study of bond behavior of laminated bamboo plate to concrete interfaces |
| title_auth |
Experimental study of bond behavior of laminated bamboo plate to concrete interfaces |
| abstract |
Abstract This research experimentally studied the bond behavior of laminated bamboo (LB) plate to concrete interface. Totally forty-five single shear pull-out specimens, which were categorized in nine groups, were prepared and tested to determine the bond characteristics. Plate thicknesses, plate widths and bond lengths were the three major parameters considered in the specimen preparations. It was found that debonding in concrete near the concrete-adhesive interface often occurred in the specimens with bond length less than 150 mm, and a mixed failure mode of debonding at the bamboo plate-adhesive interface and debonding in concrete was observed in most specimens with bond length equal to and over 150 mm. The coefficient of variation of the LB-concrete bond specimens was lower than such value of similar FRP-concrete bond specimens. This confirmed that the interfaces of LB plate to concrete can exhibit sufficient reliability for engineering applications. The models for predicting peak load, effective bond length and bond stress–slip curve, originally used for FRP bonded concrete specimens, were calibrated for LB bonded concrete specimens based on the test results. Compared with other models, the models proposed by Teng et al. and Zhou were more accurate for the prediction of the peak load and effective bond length of the LB bonded concrete specimens. Classical power function model with a linear descending branch was able to effectively describe the nonlinear bond stress–slip curves and achieved good agreement with test results. © RILEM 2021 |
| abstractGer |
Abstract This research experimentally studied the bond behavior of laminated bamboo (LB) plate to concrete interface. Totally forty-five single shear pull-out specimens, which were categorized in nine groups, were prepared and tested to determine the bond characteristics. Plate thicknesses, plate widths and bond lengths were the three major parameters considered in the specimen preparations. It was found that debonding in concrete near the concrete-adhesive interface often occurred in the specimens with bond length less than 150 mm, and a mixed failure mode of debonding at the bamboo plate-adhesive interface and debonding in concrete was observed in most specimens with bond length equal to and over 150 mm. The coefficient of variation of the LB-concrete bond specimens was lower than such value of similar FRP-concrete bond specimens. This confirmed that the interfaces of LB plate to concrete can exhibit sufficient reliability for engineering applications. The models for predicting peak load, effective bond length and bond stress–slip curve, originally used for FRP bonded concrete specimens, were calibrated for LB bonded concrete specimens based on the test results. Compared with other models, the models proposed by Teng et al. and Zhou were more accurate for the prediction of the peak load and effective bond length of the LB bonded concrete specimens. Classical power function model with a linear descending branch was able to effectively describe the nonlinear bond stress–slip curves and achieved good agreement with test results. © RILEM 2021 |
| abstract_unstemmed |
Abstract This research experimentally studied the bond behavior of laminated bamboo (LB) plate to concrete interface. Totally forty-five single shear pull-out specimens, which were categorized in nine groups, were prepared and tested to determine the bond characteristics. Plate thicknesses, plate widths and bond lengths were the three major parameters considered in the specimen preparations. It was found that debonding in concrete near the concrete-adhesive interface often occurred in the specimens with bond length less than 150 mm, and a mixed failure mode of debonding at the bamboo plate-adhesive interface and debonding in concrete was observed in most specimens with bond length equal to and over 150 mm. The coefficient of variation of the LB-concrete bond specimens was lower than such value of similar FRP-concrete bond specimens. This confirmed that the interfaces of LB plate to concrete can exhibit sufficient reliability for engineering applications. The models for predicting peak load, effective bond length and bond stress–slip curve, originally used for FRP bonded concrete specimens, were calibrated for LB bonded concrete specimens based on the test results. Compared with other models, the models proposed by Teng et al. and Zhou were more accurate for the prediction of the peak load and effective bond length of the LB bonded concrete specimens. Classical power function model with a linear descending branch was able to effectively describe the nonlinear bond stress–slip curves and achieved good agreement with test results. © RILEM 2021 |
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| title_short |
Experimental study of bond behavior of laminated bamboo plate to concrete interfaces |
| url |
https://doi.org/10.1617/s11527-021-01616-x |
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| author2 |
Wan, Baolin Xu, Qingfeng Wang, Mingqian Wang, Zhuolin Leng, Yubing |
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Wan, Baolin Xu, Qingfeng Wang, Mingqian Wang, Zhuolin Leng, Yubing |
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| doi_str |
10.1617/s11527-021-01616-x |
| up_date |
2024-07-03T14:56:32.580Z |
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