Strain Rate Effect on the Embedment Mechanical Properties and Fracture Behavior of Softwood Laminated Veneer Lumbers: Implications to Timber Connections-Reference-Cited by-同舟云学术

Strain Rate Effect on the Embedment Mechanical Properties and Fracture Behavior of Softwood Laminated Veneer Lumbers: Implications to Timber Connections

Published:2023-09 Issue:9 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Cheng Xinyi¹,Gilbert Benoit P.²^ORCID,Lyu Chunhao³^ORCID,Guan Hong⁴^ORCID

Affiliation:

1. Formerly, Ph.D. Candidate, School of Engineering and Built Environment, Griffith Univ., Gold Coast Campus, QLD 4222, Australia.

2. Associate Professor, School of Engineering and Built Environment, Griffith Univ., Gold Coast Campus, QLD 4222, Australia (corresponding author). ORCID: .

3. Postdoctoral Fellow, School of Engineering and Built Environment, Griffith Univ., Gold Coast Campus, QLD 4222, Australia. ORCID: .

4. Professor, School of Engineering and Built Environment, Griffith Univ., Gold Coast Campus, QLD 4222, Australia. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12508

Reference43 articles.

1. Experimental results of fracture energy and fracture toughness of Radiata Pine laminated veneer lumber (LVL) in mode I (opening)

2. Ardalany M. B. Deam M. Fragiacomo and K. I. Crews. 2011. “Tension perpendicular to grain strength of wood laminated veneer lumber (LVL) and cross-banded LVL (LVL-C).” In Proc. Incorporating Sustainable Practice in Mechanics of Structures and Materials—Proc. of the 21st Australasian Conf. on the Mechanics of Structures and Materials (ACMSM21) 891–896. Boca Raton FL: CRC Press.

3. Compressive behaviour of concrete at high strain rates

4. Dynamic properties of some wood species;Bragov A.;J. Phys. IV,1997

5. Consideration of plasticity within the design of timber structures due to connection ductility

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