An analytical model for design of reinforcement around holes in Laminated Veneer Lumber (LVL) beams

Author:

Ardalany Manoochehr,Fragiacomo Massimo,Moss Peter,Deam Bruce

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. Eurocode5 (2004) Eurpoean Committee for Standardization CEN, EN 1995-1-1. Design of timber structures-part 1-1: general-common rules for buildings. Bruxelles, Belgium

2. Aicher S, Hofflin L (2002) Glulam beams with round holes: a comparison study of different approaches vs. test data, CIB-W18/35-12-1. Otto Graff Institute, Stuttgart, pp 1–15

3. Ardalany M, Deam B, Fragiacomo M, Crews K (2010) Tension perpendicular to grain strength of wood, laminated veneer lumber (LVL) and Cross banded LVL (LVL-C). In: Fragomeni S, Venkatesan S, Lam N, Setunge S (eds) 21st Australasian conference on the mechanics of Structures and materials. CRC Press, Melbourne, pp 891–896

4. Aicher S, Hofflin L (2000) A contribution to the analysis of glulam beams with round holes. J Otto-Graf Inst 11:167–188

5. DIN 1052-08 (2008) Design of timber structures—general rules and rules for buildings (In German). Construction Standards Committee (NABau) at DIN. Berlin, p 239

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