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contributor authorTu X. Ho
contributor authorAviral Arora
contributor authorArijit Sinha
date accessioned2022-08-18T12:23:28Z
date available2022-08-18T12:23:28Z
date issued2022/05/24
identifier other%28ASCE%29MT.1943-5533.0004327.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286541
description abstractMass ply panel (MPP) is a new mass timber product that was recently introduced for structural applications in buildings. Although there have been several studies on characterizing the mechanical properties and structural performance of MPP, there is a lack of understanding regarding in-plane shear properties of the panels. More intensive studies should be done for MPP to provide a comprehensive understanding of its behavior. This paper presents an experimental study to characterize the effective in-plane shear modulus and shear strength of MPP in the major strength direction of the panel. Two experiments, including multiple span-length center-point bending tests and a novel large-scale shear test, were conducted. The test results were presented and compared with previous studies and the manufacturer’s product report. The new test proposed for shear strength characterization has the potential to be an industry standard for mass timber panels.
publisherASCE
titleIn-Plane Shear Properties of Mass Ply Panels in Long-Ply Direction
typeJournal Article
journal volume34
journal issue8
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0004327
journal fristpage04022170
journal lastpage04022170-8
page8
treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 008
contenttypeFulltext


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