Szczegóły

Tytuł artykułu

Load bearing capacity of laminated veneer lumber beams strengthened with CFRP strips

Tytuł czasopisma

Archives of Civil Engineering

Rocznik

2021

Afiliacje

Bakalarz, Michał : Kielce University of Technology, Faculty of Civil Engineering and Architecture, Al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland

Autorzy

Słowa kluczowe

4-point bending ; carbon fibre ; reinforcement ; timber structures

Wydział PAN

Nauki Techniczne

Zakres

139-155

Wydawca

WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES

Bibliografia


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[17] L.A. Basterra, J.A. Balmori, L. Morillas, L. Acuña, M. Casado, “Internal reinforcement of laminated duo beams of low-grade timber with GFRP sheets”, Construction and Building Materials, vol. 154, pp. 914–920, 2017. https://doi.org/10.1016/j.conbuildmat.2017.08.007
[18] L. Rudziński, “Konstrukcje drewniane. Naprawy, wzmocnienia, przykłady obliczeń”, Skrypt Politechniki Świętokrzyskiej, Kielce, 2010.
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[20] M. Bakalarz, P. Kossakowski, “Mechanical Properties of Laminated Veneer Lumber Beams Strengthened with CFRP Sheets”, Archives of Civil Engineering, vol. 65, no. 2, pp. 57–66, 2019. https://doi.org/10.2478/ace-2019-0018
[21] M. Bakalarz, P. Kossakowski, “The flexural capacity of laminated veneer lumber beams strengthened with AFRP and GFRP sheets”, Technical Transactions, vol. 2, pp. 85–95, 2019. https://doi.org/10.4467/2353737XCT.19.023.10159
[22] M.M. Bakalarz, P.G. Kossakowski, P. Tworzewski, “Strengthening of Bent LVL Beams with Near-Surface Mounted (NSM) FRP Reinforcement”, Materials, vol. 13, no. 10, pp. 1–12, 2020. https://doi.org/10.3390/ma13102350
[23] M. Corradi, A. Borri, “Fir and chestnut timber beams reinforced with GFRP pultruded elements”, Composites: Part B, vol. 38, no. 2, pp. 172–181, 2007. https://doi.org/10.1016/j.compositesb.2006.07.003
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[29] PN-EN 14374:2005 Timber Structures. Structural Laminated Veneer Lumber (LVL). Requirements, Polish Standards Committee: Warsaw, Poland, 2005.
[30] PN-EN 1995-1-1:2010 Eurocode 5, Design of timber structures. Part 1-1: General. Common rules and rules for buildings, Polish Standards Committee: Warsaw, Poland, 2010.
[31] PN-EN 408+A1:2012 Timber Structures. Structural Timber and Glued Laminated Timber. Determination of Some Physical and Mechanical Properties, Polish Standards Committee: Warsaw, Poland, 2012.
[32] PN-EN 527-1:2012 Plastics. Determination of tensile properties. Part 1: General principles, Polish Standards Committee: Warsaw, Poland, 2013.
[33] PN-EN 527-5:2010 Plastics. Determination of tensile properties. Part 5: Test conditions for unidirectional fibre-reinforced plastic composites, Polish Standards Committee: Warsaw, Poland, 2010.
[34] T.P. Nowak, J. Jasieńko, D. Czepiżak, “Experimental tests and numerical analysis of historic bent timber elements reinforced with CFRP strips”, Construction and Building Materials, vol. 40, pp. 197–206, 2013. https://doi.org/10.1016/j.conbuildmat.2012.09.106
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[38] Y.-F. Li, Y.-M. Xie, M.-J. Tsai, “Enhancement of the flexural performance of retrofitted wood beams using CFRP composite sheets”, Construction and Building Materials, vol. 23, pp. 411–422, 2009. https://doi.org/10.1016/j.conbuildmat.2007.11.005
[39] Z.W. Guan, P.D. Rodd, D.J. Pope, “Study of glulam beams pre-stressed with pultruded GRP”, Computers and Structures, vol. 83, pp. 2476–2487, 2005. https://doi.org/10.1016/j.compstruc.2005.03.021

Data

2021.09.08

Typ

Article

Identyfikator

DOI: 10.24425/ace.2021.138048 ; ISSN 1230-2945

Zasady etyki publikacyjnej

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