Bending Performance of Steel/CFRP Plate-Reinforced Core Timber Beams

Experimental study and theoretical analysis on flexural behaviour of four core timber beams (one is unreinforced, three are reinforced with steel/CFRP plate) have been conducted. The experimental results show that the bearing capacity of core timber beams reinforced with steel/CFRP (carbon fiber rei...

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Veröffentlicht in:Проблемы прочности
Datum:2017
Hauptverfasser: Xiong, X.Y., Wang, Y.Q.Z., Lu, X.X., Xue, R.J.
Format: Artikel
Sprache:English
Veröffentlicht: Інститут проблем міцності ім. Г.С. Писаренко НАН України 2017
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Online Zugang:https://nasplib.isofts.kiev.ua/handle/123456789/173578
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Zitieren:Bending Performance of Steel/CFRP Plate-Reinforced Core Timber Beams / X.Y. Xiong, Y.Q.Z. Wang, X.X. Lu, R.J. Xue // Проблемы прочности. — 2017. — № 1. — С. 15-25. — Бібліогр.: 8 назв. — англ.

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Digital Library of Periodicals of National Academy of Sciences of Ukraine
id nasplib_isofts_kiev_ua-123456789-173578
record_format dspace
spelling Xiong, X.Y.
Wang, Y.Q.Z.
Lu, X.X.
Xue, R.J.
2020-12-12T13:29:21Z
2020-12-12T13:29:21Z
2017
Bending Performance of Steel/CFRP Plate-Reinforced Core Timber Beams / X.Y. Xiong, Y.Q.Z. Wang, X.X. Lu, R.J. Xue // Проблемы прочности. — 2017. — № 1. — С. 15-25. — Бібліогр.: 8 назв. — англ.
0556-171X
https://nasplib.isofts.kiev.ua/handle/123456789/173578
539.4
Experimental study and theoretical analysis on flexural behaviour of four core timber beams (one is unreinforced, three are reinforced with steel/CFRP plate) have been conducted. The experimental results show that the bearing capacity of core timber beams reinforced with steel/CFRP (carbon fiber reinforced plastics) plate can be increased by 67.5~97.1% and exhibit higher stiffness, as compared with the unreinforced ones. On this basis, three kinds of failure modes of core timber beams reinforced with steel/CFRP plate are discussed, namely: wood fiber tensile failure, wood fiber compression failure and carbon fiber plate tensile failure. For different failure modes, the compression steel plate yield is cons'idered to derive the formula for calculating the bending capacity of core timber beams reinforced with steel/ CFRP plate. The values calculated by the proposed formula are in good agreement with the experimental results, and, thus, can be applied to the engineering practice.
This work was financially supported by the 12th five-year National Science and Technology Support Plan (2012BAJ08B00) “Huizhou Ancient Architecture’s Settlement Protection and Inheritance Key Technology Research and Demonstration.”
en
Інститут проблем міцності ім. Г.С. Писаренко НАН України
Проблемы прочности
Научно-технический раздел
Bending Performance of Steel/CFRP Plate-Reinforced Core Timber Beams
Исследование изгибных характеристик деревянных балок с сердечником из стали и пластика, армированного углеволокном
Article
published earlier
institution Digital Library of Periodicals of National Academy of Sciences of Ukraine
collection DSpace DC
title Bending Performance of Steel/CFRP Plate-Reinforced Core Timber Beams
spellingShingle Bending Performance of Steel/CFRP Plate-Reinforced Core Timber Beams
Xiong, X.Y.
Wang, Y.Q.Z.
Lu, X.X.
Xue, R.J.
Научно-технический раздел
title_short Bending Performance of Steel/CFRP Plate-Reinforced Core Timber Beams
title_full Bending Performance of Steel/CFRP Plate-Reinforced Core Timber Beams
title_fullStr Bending Performance of Steel/CFRP Plate-Reinforced Core Timber Beams
title_full_unstemmed Bending Performance of Steel/CFRP Plate-Reinforced Core Timber Beams
title_sort bending performance of steel/cfrp plate-reinforced core timber beams
author Xiong, X.Y.
Wang, Y.Q.Z.
Lu, X.X.
Xue, R.J.
author_facet Xiong, X.Y.
Wang, Y.Q.Z.
Lu, X.X.
Xue, R.J.
topic Научно-технический раздел
topic_facet Научно-технический раздел
publishDate 2017
language English
container_title Проблемы прочности
publisher Інститут проблем міцності ім. Г.С. Писаренко НАН України
format Article
title_alt Исследование изгибных характеристик деревянных балок с сердечником из стали и пластика, армированного углеволокном
description Experimental study and theoretical analysis on flexural behaviour of four core timber beams (one is unreinforced, three are reinforced with steel/CFRP plate) have been conducted. The experimental results show that the bearing capacity of core timber beams reinforced with steel/CFRP (carbon fiber reinforced plastics) plate can be increased by 67.5~97.1% and exhibit higher stiffness, as compared with the unreinforced ones. On this basis, three kinds of failure modes of core timber beams reinforced with steel/CFRP plate are discussed, namely: wood fiber tensile failure, wood fiber compression failure and carbon fiber plate tensile failure. For different failure modes, the compression steel plate yield is cons'idered to derive the formula for calculating the bending capacity of core timber beams reinforced with steel/ CFRP plate. The values calculated by the proposed formula are in good agreement with the experimental results, and, thus, can be applied to the engineering practice.
issn 0556-171X
url https://nasplib.isofts.kiev.ua/handle/123456789/173578
citation_txt Bending Performance of Steel/CFRP Plate-Reinforced Core Timber Beams / X.Y. Xiong, Y.Q.Z. Wang, X.X. Lu, R.J. Xue // Проблемы прочности. — 2017. — № 1. — С. 15-25. — Бібліогр.: 8 назв. — англ.
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