Comparative Study on Mechanical Behavior of Bamboo-Concrete Connections and Wood-Concrete Connections

To investigate the similarities and differences of mechanical behavior between the bamboo-concrete connections and the wood-concrete connections, thirty-six specimens were tested through push-out tests with the material type (bamboo or wood), concrete strength and dowel diameter as test parameters....
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Zhiyuan Wang [verfasserIn] Yang Wei [verfasserIn] Junfeng Jiang [verfasserIn] Kang Zhao [verfasserIn] Kaiqi Zheng [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2020

Schlagwörter:	bamboo-concrete shear connections wood-concrete shear connections dowel-type connector mechanical behavior comparative study

Übergeordnetes Werk:	In: Frontiers in Materials - Frontiers Media S.A., 2014, 7(2020)
Übergeordnetes Werk:	volume:7 ; year:2020

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3389/fmats.2020.587580

Katalog-ID:	DOAJ00799740X

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520			\|a To investigate the similarities and differences of mechanical behavior between the bamboo-concrete connections and the wood-concrete connections, thirty-six specimens were tested through push-out tests with the material type (bamboo or wood), concrete strength and dowel diameter as test parameters. In addition to the linear variable displacement transducer the digital image correlation was also used to obtain the slip distribution of the whole field of the specimens, which was conducive to the further detailed analysis of the slip distribution and a comprehensive understanding of the load-slip relationship. The results showed that the failure modes of the bamboo-concrete connections were similar to that of the wood-concrete connections, such as the concrete failure near the joint and the dowels bending in different degrees. The load-slip curves of the two kinds of connections were similar, which could be summarized as the elastic section, strengthening section and descending section. The shear stiffness and capacity of bamboo-concrete connections were higher than that of wood-concrete connections, and the shear capacity increased with the increase of dowel diameter and concrete strength. The slip distribution of the left and right sides of the specimen was basically identical. The load-transfer performance of the dowel was excellent. Finally, the prediction method of shear capacity and load-slip curve model of composite connections were proposed and verified to be effective.
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allfields	10.3389/fmats.2020.587580 doi (DE-627)DOAJ00799740X (DE-599)DOAJ1fb6072e558347f59c0727cdd8859f25 DE-627 ger DE-627 rakwb eng Zhiyuan Wang verfasserin aut Comparative Study on Mechanical Behavior of Bamboo-Concrete Connections and Wood-Concrete Connections 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier To investigate the similarities and differences of mechanical behavior between the bamboo-concrete connections and the wood-concrete connections, thirty-six specimens were tested through push-out tests with the material type (bamboo or wood), concrete strength and dowel diameter as test parameters. In addition to the linear variable displacement transducer the digital image correlation was also used to obtain the slip distribution of the whole field of the specimens, which was conducive to the further detailed analysis of the slip distribution and a comprehensive understanding of the load-slip relationship. The results showed that the failure modes of the bamboo-concrete connections were similar to that of the wood-concrete connections, such as the concrete failure near the joint and the dowels bending in different degrees. The load-slip curves of the two kinds of connections were similar, which could be summarized as the elastic section, strengthening section and descending section. The shear stiffness and capacity of bamboo-concrete connections were higher than that of wood-concrete connections, and the shear capacity increased with the increase of dowel diameter and concrete strength. The slip distribution of the left and right sides of the specimen was basically identical. The load-transfer performance of the dowel was excellent. Finally, the prediction method of shear capacity and load-slip curve model of composite connections were proposed and verified to be effective. bamboo-concrete shear connections wood-concrete shear connections dowel-type connector mechanical behavior comparative study Technology T Zhiyuan Wang verfasserin aut Yang Wei verfasserin aut Junfeng Jiang verfasserin aut Kang Zhao verfasserin aut Kaiqi Zheng verfasserin aut In Frontiers in Materials Frontiers Media S.A., 2014 7(2020) (DE-627)779920716 (DE-600)2759394-0 22968016 nnns volume:7 year:2020 https://doi.org/10.3389/fmats.2020.587580 kostenfrei https://doaj.org/article/1fb6072e558347f59c0727cdd8859f25 kostenfrei https://www.frontiersin.org/article/10.3389/fmats.2020.587580/full kostenfrei https://doaj.org/toc/2296-8016 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2003 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 7 2020
spelling	10.3389/fmats.2020.587580 doi (DE-627)DOAJ00799740X (DE-599)DOAJ1fb6072e558347f59c0727cdd8859f25 DE-627 ger DE-627 rakwb eng Zhiyuan Wang verfasserin aut Comparative Study on Mechanical Behavior of Bamboo-Concrete Connections and Wood-Concrete Connections 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier To investigate the similarities and differences of mechanical behavior between the bamboo-concrete connections and the wood-concrete connections, thirty-six specimens were tested through push-out tests with the material type (bamboo or wood), concrete strength and dowel diameter as test parameters. In addition to the linear variable displacement transducer the digital image correlation was also used to obtain the slip distribution of the whole field of the specimens, which was conducive to the further detailed analysis of the slip distribution and a comprehensive understanding of the load-slip relationship. The results showed that the failure modes of the bamboo-concrete connections were similar to that of the wood-concrete connections, such as the concrete failure near the joint and the dowels bending in different degrees. The load-slip curves of the two kinds of connections were similar, which could be summarized as the elastic section, strengthening section and descending section. The shear stiffness and capacity of bamboo-concrete connections were higher than that of wood-concrete connections, and the shear capacity increased with the increase of dowel diameter and concrete strength. The slip distribution of the left and right sides of the specimen was basically identical. The load-transfer performance of the dowel was excellent. Finally, the prediction method of shear capacity and load-slip curve model of composite connections were proposed and verified to be effective. bamboo-concrete shear connections wood-concrete shear connections dowel-type connector mechanical behavior comparative study Technology T Zhiyuan Wang verfasserin aut Yang Wei verfasserin aut Junfeng Jiang verfasserin aut Kang Zhao verfasserin aut Kaiqi Zheng verfasserin aut In Frontiers in Materials Frontiers Media S.A., 2014 7(2020) (DE-627)779920716 (DE-600)2759394-0 22968016 nnns volume:7 year:2020 https://doi.org/10.3389/fmats.2020.587580 kostenfrei https://doaj.org/article/1fb6072e558347f59c0727cdd8859f25 kostenfrei https://www.frontiersin.org/article/10.3389/fmats.2020.587580/full kostenfrei https://doaj.org/toc/2296-8016 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2003 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 7 2020
allfields_unstemmed	10.3389/fmats.2020.587580 doi (DE-627)DOAJ00799740X (DE-599)DOAJ1fb6072e558347f59c0727cdd8859f25 DE-627 ger DE-627 rakwb eng Zhiyuan Wang verfasserin aut Comparative Study on Mechanical Behavior of Bamboo-Concrete Connections and Wood-Concrete Connections 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier To investigate the similarities and differences of mechanical behavior between the bamboo-concrete connections and the wood-concrete connections, thirty-six specimens were tested through push-out tests with the material type (bamboo or wood), concrete strength and dowel diameter as test parameters. In addition to the linear variable displacement transducer the digital image correlation was also used to obtain the slip distribution of the whole field of the specimens, which was conducive to the further detailed analysis of the slip distribution and a comprehensive understanding of the load-slip relationship. The results showed that the failure modes of the bamboo-concrete connections were similar to that of the wood-concrete connections, such as the concrete failure near the joint and the dowels bending in different degrees. The load-slip curves of the two kinds of connections were similar, which could be summarized as the elastic section, strengthening section and descending section. The shear stiffness and capacity of bamboo-concrete connections were higher than that of wood-concrete connections, and the shear capacity increased with the increase of dowel diameter and concrete strength. The slip distribution of the left and right sides of the specimen was basically identical. The load-transfer performance of the dowel was excellent. Finally, the prediction method of shear capacity and load-slip curve model of composite connections were proposed and verified to be effective. bamboo-concrete shear connections wood-concrete shear connections dowel-type connector mechanical behavior comparative study Technology T Zhiyuan Wang verfasserin aut Yang Wei verfasserin aut Junfeng Jiang verfasserin aut Kang Zhao verfasserin aut Kaiqi Zheng verfasserin aut In Frontiers in Materials Frontiers Media S.A., 2014 7(2020) (DE-627)779920716 (DE-600)2759394-0 22968016 nnns volume:7 year:2020 https://doi.org/10.3389/fmats.2020.587580 kostenfrei https://doaj.org/article/1fb6072e558347f59c0727cdd8859f25 kostenfrei https://www.frontiersin.org/article/10.3389/fmats.2020.587580/full kostenfrei https://doaj.org/toc/2296-8016 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2003 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 7 2020
allfieldsGer	10.3389/fmats.2020.587580 doi (DE-627)DOAJ00799740X (DE-599)DOAJ1fb6072e558347f59c0727cdd8859f25 DE-627 ger DE-627 rakwb eng Zhiyuan Wang verfasserin aut Comparative Study on Mechanical Behavior of Bamboo-Concrete Connections and Wood-Concrete Connections 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier To investigate the similarities and differences of mechanical behavior between the bamboo-concrete connections and the wood-concrete connections, thirty-six specimens were tested through push-out tests with the material type (bamboo or wood), concrete strength and dowel diameter as test parameters. In addition to the linear variable displacement transducer the digital image correlation was also used to obtain the slip distribution of the whole field of the specimens, which was conducive to the further detailed analysis of the slip distribution and a comprehensive understanding of the load-slip relationship. The results showed that the failure modes of the bamboo-concrete connections were similar to that of the wood-concrete connections, such as the concrete failure near the joint and the dowels bending in different degrees. The load-slip curves of the two kinds of connections were similar, which could be summarized as the elastic section, strengthening section and descending section. The shear stiffness and capacity of bamboo-concrete connections were higher than that of wood-concrete connections, and the shear capacity increased with the increase of dowel diameter and concrete strength. The slip distribution of the left and right sides of the specimen was basically identical. The load-transfer performance of the dowel was excellent. Finally, the prediction method of shear capacity and load-slip curve model of composite connections were proposed and verified to be effective. bamboo-concrete shear connections wood-concrete shear connections dowel-type connector mechanical behavior comparative study Technology T Zhiyuan Wang verfasserin aut Yang Wei verfasserin aut Junfeng Jiang verfasserin aut Kang Zhao verfasserin aut Kaiqi Zheng verfasserin aut In Frontiers in Materials Frontiers Media S.A., 2014 7(2020) (DE-627)779920716 (DE-600)2759394-0 22968016 nnns volume:7 year:2020 https://doi.org/10.3389/fmats.2020.587580 kostenfrei https://doaj.org/article/1fb6072e558347f59c0727cdd8859f25 kostenfrei https://www.frontiersin.org/article/10.3389/fmats.2020.587580/full kostenfrei https://doaj.org/toc/2296-8016 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2003 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 7 2020
allfieldsSound	10.3389/fmats.2020.587580 doi (DE-627)DOAJ00799740X (DE-599)DOAJ1fb6072e558347f59c0727cdd8859f25 DE-627 ger DE-627 rakwb eng Zhiyuan Wang verfasserin aut Comparative Study on Mechanical Behavior of Bamboo-Concrete Connections and Wood-Concrete Connections 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier To investigate the similarities and differences of mechanical behavior between the bamboo-concrete connections and the wood-concrete connections, thirty-six specimens were tested through push-out tests with the material type (bamboo or wood), concrete strength and dowel diameter as test parameters. In addition to the linear variable displacement transducer the digital image correlation was also used to obtain the slip distribution of the whole field of the specimens, which was conducive to the further detailed analysis of the slip distribution and a comprehensive understanding of the load-slip relationship. The results showed that the failure modes of the bamboo-concrete connections were similar to that of the wood-concrete connections, such as the concrete failure near the joint and the dowels bending in different degrees. The load-slip curves of the two kinds of connections were similar, which could be summarized as the elastic section, strengthening section and descending section. The shear stiffness and capacity of bamboo-concrete connections were higher than that of wood-concrete connections, and the shear capacity increased with the increase of dowel diameter and concrete strength. The slip distribution of the left and right sides of the specimen was basically identical. The load-transfer performance of the dowel was excellent. Finally, the prediction method of shear capacity and load-slip curve model of composite connections were proposed and verified to be effective. bamboo-concrete shear connections wood-concrete shear connections dowel-type connector mechanical behavior comparative study Technology T Zhiyuan Wang verfasserin aut Yang Wei verfasserin aut Junfeng Jiang verfasserin aut Kang Zhao verfasserin aut Kaiqi Zheng verfasserin aut In Frontiers in Materials Frontiers Media S.A., 2014 7(2020) (DE-627)779920716 (DE-600)2759394-0 22968016 nnns volume:7 year:2020 https://doi.org/10.3389/fmats.2020.587580 kostenfrei https://doaj.org/article/1fb6072e558347f59c0727cdd8859f25 kostenfrei https://www.frontiersin.org/article/10.3389/fmats.2020.587580/full kostenfrei https://doaj.org/toc/2296-8016 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2003 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 7 2020
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authorswithroles_txt_mv	Zhiyuan Wang @@aut@@ Yang Wei @@aut@@ Junfeng Jiang @@aut@@ Kang Zhao @@aut@@ Kaiqi Zheng @@aut@@
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In addition to the linear variable displacement transducer the digital image correlation was also used to obtain the slip distribution of the whole field of the specimens, which was conducive to the further detailed analysis of the slip distribution and a comprehensive understanding of the load-slip relationship. The results showed that the failure modes of the bamboo-concrete connections were similar to that of the wood-concrete connections, such as the concrete failure near the joint and the dowels bending in different degrees. The load-slip curves of the two kinds of connections were similar, which could be summarized as the elastic section, strengthening section and descending section. The shear stiffness and capacity of bamboo-concrete connections were higher than that of wood-concrete connections, and the shear capacity increased with the increase of dowel diameter and concrete strength. The slip distribution of the left and right sides of the specimen was basically identical. 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author	Zhiyuan Wang
spellingShingle	Zhiyuan Wang misc bamboo-concrete shear connections misc wood-concrete shear connections misc dowel-type connector misc mechanical behavior misc comparative study misc Technology misc T Comparative Study on Mechanical Behavior of Bamboo-Concrete Connections and Wood-Concrete Connections
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topic_title	Comparative Study on Mechanical Behavior of Bamboo-Concrete Connections and Wood-Concrete Connections bamboo-concrete shear connections wood-concrete shear connections dowel-type connector mechanical behavior comparative study
topic	misc bamboo-concrete shear connections misc wood-concrete shear connections misc dowel-type connector misc mechanical behavior misc comparative study misc Technology misc T
topic_unstemmed	misc bamboo-concrete shear connections misc wood-concrete shear connections misc dowel-type connector misc mechanical behavior misc comparative study misc Technology misc T
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title	Comparative Study on Mechanical Behavior of Bamboo-Concrete Connections and Wood-Concrete Connections
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title_full	Comparative Study on Mechanical Behavior of Bamboo-Concrete Connections and Wood-Concrete Connections
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doi_str_mv	10.3389/fmats.2020.587580
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title_sort	comparative study on mechanical behavior of bamboo-concrete connections and wood-concrete connections
title_auth	Comparative Study on Mechanical Behavior of Bamboo-Concrete Connections and Wood-Concrete Connections
abstract	To investigate the similarities and differences of mechanical behavior between the bamboo-concrete connections and the wood-concrete connections, thirty-six specimens were tested through push-out tests with the material type (bamboo or wood), concrete strength and dowel diameter as test parameters. In addition to the linear variable displacement transducer the digital image correlation was also used to obtain the slip distribution of the whole field of the specimens, which was conducive to the further detailed analysis of the slip distribution and a comprehensive understanding of the load-slip relationship. The results showed that the failure modes of the bamboo-concrete connections were similar to that of the wood-concrete connections, such as the concrete failure near the joint and the dowels bending in different degrees. The load-slip curves of the two kinds of connections were similar, which could be summarized as the elastic section, strengthening section and descending section. The shear stiffness and capacity of bamboo-concrete connections were higher than that of wood-concrete connections, and the shear capacity increased with the increase of dowel diameter and concrete strength. The slip distribution of the left and right sides of the specimen was basically identical. The load-transfer performance of the dowel was excellent. Finally, the prediction method of shear capacity and load-slip curve model of composite connections were proposed and verified to be effective.
abstractGer	To investigate the similarities and differences of mechanical behavior between the bamboo-concrete connections and the wood-concrete connections, thirty-six specimens were tested through push-out tests with the material type (bamboo or wood), concrete strength and dowel diameter as test parameters. In addition to the linear variable displacement transducer the digital image correlation was also used to obtain the slip distribution of the whole field of the specimens, which was conducive to the further detailed analysis of the slip distribution and a comprehensive understanding of the load-slip relationship. The results showed that the failure modes of the bamboo-concrete connections were similar to that of the wood-concrete connections, such as the concrete failure near the joint and the dowels bending in different degrees. The load-slip curves of the two kinds of connections were similar, which could be summarized as the elastic section, strengthening section and descending section. The shear stiffness and capacity of bamboo-concrete connections were higher than that of wood-concrete connections, and the shear capacity increased with the increase of dowel diameter and concrete strength. The slip distribution of the left and right sides of the specimen was basically identical. The load-transfer performance of the dowel was excellent. Finally, the prediction method of shear capacity and load-slip curve model of composite connections were proposed and verified to be effective.
abstract_unstemmed	To investigate the similarities and differences of mechanical behavior between the bamboo-concrete connections and the wood-concrete connections, thirty-six specimens were tested through push-out tests with the material type (bamboo or wood), concrete strength and dowel diameter as test parameters. In addition to the linear variable displacement transducer the digital image correlation was also used to obtain the slip distribution of the whole field of the specimens, which was conducive to the further detailed analysis of the slip distribution and a comprehensive understanding of the load-slip relationship. The results showed that the failure modes of the bamboo-concrete connections were similar to that of the wood-concrete connections, such as the concrete failure near the joint and the dowels bending in different degrees. The load-slip curves of the two kinds of connections were similar, which could be summarized as the elastic section, strengthening section and descending section. The shear stiffness and capacity of bamboo-concrete connections were higher than that of wood-concrete connections, and the shear capacity increased with the increase of dowel diameter and concrete strength. The slip distribution of the left and right sides of the specimen was basically identical. The load-transfer performance of the dowel was excellent. Finally, the prediction method of shear capacity and load-slip curve model of composite connections were proposed and verified to be effective.
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title_short	Comparative Study on Mechanical Behavior of Bamboo-Concrete Connections and Wood-Concrete Connections
url	https://doi.org/10.3389/fmats.2020.587580 https://doaj.org/article/1fb6072e558347f59c0727cdd8859f25 https://www.frontiersin.org/article/10.3389/fmats.2020.587580/full https://doaj.org/toc/2296-8016
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