Buildings 2012, 2(3), 231-244; doi:10.3390/buildings2030231
Article

Effects of Reinforcement Geometry on Strength and Stiffness in Adhesively Bonded Steel-Timber Flexural Beams

Received: 2 June 2012; Accepted: 26 June 2012 / Published: 10 July 2012
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Abstract: A finite element model is developed to analyse, as a function of volume fraction, the effects of reinforcement geometry and arrangement within a timber beam. The model is directly validated against experimental equivalents and found to never be mismatched by more than 8% in respect to yield strength predictions. Yield strength increases linearly as a function of increasing reinforcement volume fraction, while the flexural modulus follows more closely a power law regression fit. Reinforcement geometry and location of reinforcement are found to impact both the flexural properties of timber-steel composite beams and the changes due to an increase in volume fraction.
Keywords: simulation; timber; composites; buildings; materials; structural; mechanics
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MDPI and ACS Style

Alam, P.; Ansell, M.; Smedley, D. Effects of Reinforcement Geometry on Strength and Stiffness in Adhesively Bonded Steel-Timber Flexural Beams. Buildings 2012, 2, 231-244.

AMA Style

Alam P, Ansell M, Smedley D. Effects of Reinforcement Geometry on Strength and Stiffness in Adhesively Bonded Steel-Timber Flexural Beams. Buildings. 2012; 2(3):231-244.

Chicago/Turabian Style

Alam, Parvez; Ansell, Martin; Smedley, Dave. 2012. "Effects of Reinforcement Geometry on Strength and Stiffness in Adhesively Bonded Steel-Timber Flexural Beams." Buildings 2, no. 3: 231-244.

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