Influence of Lamination Aspect Ratios and Test Methods on Rolling Shear Strength Evaluation of Cross-Laminated Timber-Reference-Cited by-同舟云学术

Influence of Lamination Aspect Ratios and Test Methods on Rolling Shear Strength Evaluation of Cross-Laminated Timber

Published:2019-12 Issue:12 Volume:31 Page:04019310
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Li Minghao¹^ORCID,Dong Wenchen²,Lim Hyungsuk³^ORCID

Affiliation:

1. Senior Lecturer, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Christchurch 8140, New Zealand (corresponding author). ORCID: .

2. Ph.D. Candidate, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Christchurch 8140, New Zealand.

3. Assistant Professor, Dept. of Sustainable Bioproducts, Mississippi State Univ., Starkville, MS 39759. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0002977

Reference18 articles.

1. Hybrid cross-laminated timber plates with beech wood cross-layers

2. Evaluation of the mechanical properties of cross laminated timber with elementary beam theories

3. Ehrhart T. 2014. “Material related influencing parameters on rolling shear properties relevant for cross laminated timber.” Master’s thesis Faculty of Civil Engineering Graz Univ. of Technology.

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