An Inelastic Theoretical Model regarding the Load-Carrying Capacity of PSL Bending Component

Parallel strand lumber (PSL) is an attractive structural wood composite which may have prospective use in building constructions. Conducting nonlinear analysis for the bending of PSL beams is a critical step in the determination of ultimate strength and deflection of them, which is an essential requ...

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Bibliographic Details
Main Authors: Baolu Sheng, Yuling Bian, Dong He, Aiping Zhou
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/6677450
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