The Influence of Routed Grooves on the Bending Behavior of Old Timber Beams

Article Preview

Abstract:

Old timber structures represent an important portion of the World cultural heritage: wooden buildings materials and building techniques are part of our history and their conservation is an essential contribution to cultural diversity and global cultural wealth. In recent times, the methods and approaches used to assess and to maintain timber in historic buildings have evolved considerably and various techniques for timber repair and strengthening were developed and deeply investigated. A very common and widely used technique for the timber strengthening-repair is realized by inserting reinforcement materials in grooves cut in the original sound wood. The proposed reinforcement materials are various (fiber reinforced plastic materials, steel bar/s or plate/s, wood and wood products) and the grooves number and depth are variable. Several researches were conducted to determine the Modulus of Elasticity (MOE) of old timber members strengthened with the described technics. A common approach is to consider the strengthened timber beam as a composite one and the MOE of the wooden part correspondent to the original. In practice, the timber members work together with strengthened materials, and the strengthening intervention is planned taking into account both original timber and strengthening material MOEs. The basic assumption of this approach is that the slots executed along the timber length have no effect on the timber MOE. The aim of this research is to investigate the effects of the routed grooves cut along the wooden beams, on the bending MOE of old timber members, to provide important information for the strengthening interventions plan.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

393-401

Citation:

Online since:

September 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Stumes, P., Testing the Efficiency of Wood Epoxy Reinforcement Systems. Bulletin of the Association for Preservation Technology 7, no. 3: 2–35. (1975).

DOI: 10.2307/1493504

Google Scholar

[2] ICOMOS. (1999) Principles For The Preservation Of Historic Timber Structures. Education And Training. Information on http: /www. icomos. org/iiwc/charter-eng. htm.

Google Scholar

[3] Piazza, M., and Riggio M., Typological and Structural Authenticity in Reconstruction: The Timber Roofs of Church of the Pieve in Cavalese, Italy. International Journal of Architectural Heritage 1, no. 1 (2007) 60–81.

DOI: 10.1080/15583050601126095

Google Scholar

[4] Tampone, G., Il Restauro delle Strutture di Legno. Edited by Hoepli. Milano, (1996).

Google Scholar

[5] Rotafix (2011). Building Solution - Timber repairs. Information on http: /www. rotafix. co. uk/solutions-timber. htm.

Google Scholar

[6] Gentile, C. J., Flexural strengthening of timber bridge beams using FRP. Department of Civil & Geological Engineering. University of Manitoba, Canada. (2000).

Google Scholar

[7] Borri, A., Corradi, M., & Grazini, A., FRP reinforcement of wood elements under bending loads. Structural Faults and Repair. London. (2003).

Google Scholar

[8] Schober, K. U., & Rautenstrauch, K., Experimental investigations on flexural strengthening of timber structures with CFRP. Proceedings of the International Symposium on Bond Behaviour of FRP in Structures. International Institute for FRP in Construction. BBFS (2005).

Google Scholar

[9] Duarte, A. C. R., De Oliveira Negrão, J. H. J., Cruz, H. M. P., & Balseiro, A. M. R., Bending Strength of Timber Beams Rehabilitated with Reinforced Epoxy Mortar Plates. Journal of Structural Engineering, 34(5) (2008) 792–800.

DOI: 10.1061/(asce)0733-9445(2008)134:5(792)

Google Scholar

[10] Alam, P., Ansell, M., Smedley, D., Mechanical repair of timber beams fractured in flexure using bonded-in reinforcements. Composites Part B: Engineering, 40(2) (2009) 95–106.

DOI: 10.1016/j.compositesb.2008.11.010

Google Scholar

[11] Jankowski, L. J., Jasieńko, J., & Nowak, T. P., Experimental assessment of CFRP reinforced wooden beams by 4-point bending tests and photoelastic coating technique. Materials and Structures, 43(1-2) (2010) 141–150.

DOI: 10.1617/s11527-009-9476-0

Google Scholar

[12] Yusof, A, and A L Saleh., Flexural Strengthening of Timber Beams Using Glass Fibre Reinforced Polymer. Electronic Journal of Structural Engineering (10). (2010).

DOI: 10.56748/ejse.10124

Google Scholar

[13] UNI 11119: 2004 - Beni culturali - Manufatti lignei Strutture portanti degli edifici - Ispezione in situ per la diagnosi degli elementi in opera. Milano: UNI.

Google Scholar

[14] Arriaga, F., Herrero, M., Álvarez, R., & Maldonado, I., Efecto de las gemas en la resistencia a flexión de piezas enterizas de madera The effect of wanes on the bending strength of solid timber beams. Materiales de Construcción, 57 (2007) 61–76.

DOI: 10.3989/mc.2007.v57.i288.65

Google Scholar

[15] Mannucci, M., Brunetti, M., & Macchioni, N., The Italian standard UNI 11119: 2004 for the in-situ diagnosis of timber structures: pros and cons after 5 years of practical application and proposals for emendations. SHATIS'11 International Conference on Structural Health Assessment of Timber Structures. Lisbon, Portugal. (2011).

Google Scholar

[16] DIN 4074: 2003 - Sortierung von Holz nach der Tragfähigkeit. Teil 1: Nadelschnittholz.

DOI: 10.31030/1887004

Google Scholar

[17] JCSS (2006) Probabilistic model code. Part 3: Resistance model, 3. 5. Properties of timber. Information on http: /www. jcss. byg. dtu. dk/upload/subsites/jcss/publications/pmc/loads/waves. pdf.

DOI: 10.1016/s0167-4730(97)00008-8

Google Scholar

[18] Newlin, J. A., & Trayer, G. W., The influence of the form of a wooden beam on its stiffness and strength. II - Form factors of beams subjected to transverse loading only. Forest Product Laboratory. Madison - Wisconsin. (1924).

Google Scholar