Abstract
In this paper, are described a series of tests that have been undertaken to elucidate the effects of geometry, material properties and reinforcement location on the flexural properties of laminated veneer lumber. The fracture modes are found to be a function of the properties and location of the reinforcement and ultimately the strength of bonding between the components. The use of high modulus reinforcements is beneficial to enhancing the stiffness of laminated veneer lumber, whereas lower stiffness reinforcements are beneficial for the enhancement of strength. Lowered fractions of rod and plate reinforcement are as beneficial as higher fractions of rod and plate reinforcement in reinforcing timber, provided they are judiciously positioned in the timber and have a stable bond.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
