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

机译:定向绞线板材料在准静态和动态载荷下的破坏行为

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摘要

Oriented strand board (OSB) is an engineering material used in the building industry. In lieu of its cost-effectiveness and sustain-ability, OSB has been used widely as the skin layer of structural insulated panel (SEP), 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.
机译:定向刨花板(OSB)是建筑行业中使用的一种工程材料。代替其成本效益和可持续性,OSB已被广泛用作结构隔热板(SEP)的表皮层,并且通常在建筑物中用作墙板和屋顶板。在其使用寿命期间,此类面板可能会承受各种动态载荷,例如风中碎屑的撞击。为了可靠地预测动态载荷下OSB面板的性能,需要对OSB材料在不同应变率下的动态破坏行为有充分的了解。在这项研究中,进行了准静态和动态测试,以研究特定OSB材料的静态和动态破坏行为。测试结果表明OSB的拉伸强度对应变率敏感。发现准静态载荷条件下的损伤模式与动态载荷条件下的损伤模式不同,这影响了OSB材料的拉伸强度。根据试验结果,得出了经验公式来预测OSB材料在不同应变速率下的拉伸强度提高。

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  • 来源
    《Journal of materials in civil engineering》 |2018年第3期|04017297.1-04017297.9|共9页
  • 作者单位

    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;

    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;

    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;

    Tianjin University and Curtin University Joint Research Centre of Structure Monitoring and Protection, School of Civil Engineer ing, Tianjin Univ., Tianjin 300072, China;

    Tianjin University and Curtin University Joint Research Centre of Structure Monitoring and Protection, School of Civil Engineer ing, Tianjin Univ., Tianjin 300072, China;

    Tianjin University and Curtin University Joint Research Centre of Structure Monitoring and Protection, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China;

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