DEVELOPMENT OF A CORRELATION MODEL FOR TORSIONAL SHEAR MODULUS PROPERTIES BETWEEN STRUCTURAL SIZE SPECIMENS BASED ON EN 384:2016 AND SMALL CLEAR SPECIMENS (MS544: PART 2)

DEVELOPMENT OF A CORRELATION MODEL FOR TORSIONAL SHEAR MODULUS PROPERTIES BETWEEN STRUCTURAL SIZE SPECIMENS BASED ON EN 384:2016 AND SMALL CLEAR SPECIMENS (MS544: PART 2)

In timber design, the shear modulus of beams is crucial for ensuring torsional stability and minimizing vibrational issues. Traditionally, the ratio of modulus of elasticity (E) to shear modulus (G) is assumed to be 16:1. However, bending tests often combine flexural and shear stresses, making it di...

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Bibliographic Details
Published in:Jurnal Teknologi
Main Author: Puaad M.B.F.M.; Ahmad Z.; Bhkari N.M.; Ibrahim M.J.M.; Noh N.; Mohammad S.N.; Ismail H.B.
Format: Article
Language:English
Published: Penerbit UTM Press 2024
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85207823953&doi=10.11113%2fjurnalteknologi.v86.20819&partnerID=40&md5=333e90147ea8ca1041c1739ff214a4f2

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