Elastic behavior of Cross Laminated Timber and timber panels with regular gaps: Thick-plate modeling and experimental validation. (15th June 2017)

• Record Type: Journal Article
• Authors: Franzoni, L.; Lebée, A.; Lyon, F.; Forêt, G.
• Is Part Of: Engineering structures. Volume 141(2017:Jun. 15)
• Page Start: 402
• Page End: 416
• Publication Date: 2017-06-15
• Subjects: Cross Laminated Timber -- Timber panels with gaps -- Thick plate theory -- Homogenization -- Engineered timber products; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2017.03.010
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: The influence of gaps between lamellas on the behavior of timber panels is investigated. A thick-plate homogenization modeling is applied and compared to experimental data. Existing simplified methods deviate from the in-plane and transverse shear behavior. The thick-plate homogenization can predict well the elastic mechanical behavior. The modified mechanical response by the presence of gaps has been quantified. Abstract: In the present paper, the influence of periodic gaps between lamellas of Cross Laminated Timber (CLT) on the panel's elastic behavior is analyzed by means of a periodic homogenization scheme for thick plates having periodic geometry. Both small gaps, due to the fabrication process of not-gluing lateral lamellas, and wider gaps are investigated. The results obtained with the periodic homogenization scheme are compared to existing closed-form solutions and available experimental data. It appears that the plate bending stiffness can be well predicted with both homogenization and simplified methods, while only the homogenization approach is in agreement with the experimental in-plane and out-of-plane shear behavior. The influence of several properties of CLT lay-up on the mechanical response is pointed out as well.