Prediction of strength and stiffness of concentrated compressive load applied to the narrow face of cross-laminated timber

Author:

Totsuka MarinaORCID,Aoki KenjiORCID,Inayama Masahiro

Funder

Japan Society for the Promotion of Science

Publisher

Springer Science and Business Media LLC

Subject

General Materials Science,Forestry

Reference23 articles.

1. Architectural Institute of Japan (2006) Standard for structural design of timber structures (in Japanese). Architectural Institute of Japan, Tokyo

2. ASTM D143-21 (2021) Standard test methods for small clear specimens of timber, ASTM International, West Conshohocken

3. Betti M, Brunetti M, Lauriola MP, Nocetti M, Ravalli F, Pizzo B (2016) Comparison of newly proposed test methods to evaluate the bonding quality of Cross-Laminated Timber (CLT) panels by means of experimental data and finite element (FE) analysis. Constr Build Mater 125:952–963. https://doi.org/10.1016/j.conbuildmat.2016.08.113

4. Bogensperger T, Augustin M, Schickhofer G (2011) Properties of CLT-panels exposed to compression perpendicular to their plane. In: Proc. Int. Counc. Res. Innov. Build. Constr., Working Commission W18-Timber Structures, Meeting, 44-12-1, Alghero, Italy. https://pure.tugraz.at/ws/portalfiles/portal/2845712/CIB-2011_44-12-1-Version1.0.pdf

5. Church JR, Tew BW (1997) Characterization of bearing strength factors in pegged timber connections. J Struct Eng 123(3):326–332. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:3(326)

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