Technical Papers
Dec 20, 2017

Failure Behaviors of Oriented Strand Board Material under Quasi-Static and Dynamic Loads

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 3

Abstract

Oriented strand board (OSB) is an engineering material used in the building industry. In lieu of its cost-effectiveness and sustainability, OSB has been used widely as the skin layer of structural insulated panel (SIP), and is usually used in the building as wall panel and roof panel. During its service life, such panels might be subjected to various dynamic loads, such as windborne debris impact. Good understanding of dynamic failure behaviors of OSB material at different strain rates is needed for reliable prediction of the performance of OSB panel under dynamic loading. In this study, quasi-static and dynamic tests were carried out to investigate the static and dynamic failure behaviors of a specific OSB material. The testing results indicated the tensile strength of OSB was sensitive to strain rate. The damage mode under quasi-static loading condition was found to be different from that under dynamic loading condition, which affected the tensile strength of OSB material. An empirical formula was derived to predict the tensile strength enhancement of OSB material under different strain rates based on the testing results.

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Acknowledgments

The authors acknowledge the financial support from the Australian Commonwealth Scientific and Industrial Research Organization through the project “Climate Adaptation Engineering for Extreme Events Cluster (CAEx).” Q. M. acknowledges the financial support from the International postgraduate research scholarship and the Australian Postgraduate Award at Curtin University.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 3March 2018

History

Received: Jan 27, 2017
Accepted: Aug 28, 2017
Published online: Dec 20, 2017
Published in print: Mar 1, 2018
Discussion open until: May 20, 2018

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Qingfei Meng [email protected]
Ph.D. Student, School of Civil and Mechanical Engineering, Tianjin University and Curtin University Joint Research Centre of Structure Monitoring and Protection, Curtin Univ., Bentley, WA 6102, Australia. E-mail: [email protected]
Wensu Chen, M.ASCE [email protected]
ARC DECRA Fellow, School of Civil and Mechanical Engineering, Tianjin University and Curtin University Joint Research Centre of Structure Monitoring and Protection, Curtin Univ., Bentley, WA 6102, Australia. E-mail: [email protected]
Hong Hao, F.ASCE [email protected]
John Curtin Distinguished Professor, School of Civil and Mechanical Engineering, Tianjin University and Curtin University Joint Research Centre of Structure Monitoring and Protection, Curtin Univ., Bentley, WA 6102, Australia (corresponding author). E-mail: [email protected]
Ph.D. Student, Tianjin University and Curtin University Joint Research Centre of Structure Monitoring and Protection, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China. E-mail: [email protected]
Yanchao Shi [email protected]
Professor, Tianjin University and Curtin University Joint Research Centre of Structure Monitoring and Protection, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China. E-mail: [email protected]
Xuejie Zhang [email protected]
Ph.D. Student, Tianjin University and Curtin University Joint Research Centre of Structure Monitoring and Protection, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China. E-mail: [email protected]

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