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Fire Resistance of Cross-Laminated Timber Panels Loaded Out of Plane

机译:平面外加载的交叉层压木面板的耐火性

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摘要

This paper describes bending tests at ambient temperature and large-scale fire tests of cross-laminated timber (Xlam) floor panels. Three specimens exposed to standard fire curve were loaded out-of-plane with different levels of uniformly distributed load, and in two cases collapse was reached. Other unloaded panels were protected using different cladding systems with the aim to investigate their thermal behavior. Experimental data obtained from the tests and discussed within the paper includes modulus of elasticity and bending strength at ambient temperature, temperature distribution, charring depth, charring rate, residual cross section, midspan deflection, and time to failure in fire conditions. This data was compared with numerical results obtained by implementing a finite-element model in Abaqus software package for sequential thermal and structural analyses, demonstrating the accuracy of the model. The overall fire performance of the Xlam panels was satisfactory; times to failure of 99 and 110 minutes were found, respectively, for the unprotected and protected panels loaded with 21% of the mean failure load at ambient conditions.
机译:本文介绍了环境温度下的弯曲测试以及交叉层压木材(Xlam)地板的大规模耐火测试。将三个暴露于标准火力曲线的试样以不同水平的均匀分布荷载加载到平面外,并在两种情况下达到坍塌。其他卸载的面板使用不同的覆层系统进行保护,旨在研究其热性能。从测试中获得并在本文中讨论的实验数据包括环境温度下的弹性模量和弯曲强度,温度分布,炭化深度,炭化率,残留截面,中跨挠度和着火条件下的失效时间。将该数据与通过在Abaqus软件包中实施有限元模型进行顺序的热分析和结构分析而获得的数值结果进行比较,证明了模型的准确性。 Xlam面板的整体防火性能令人满意。对于未保护的和受保护的面板,其在环境条件下的平均失效负载为21%,其失效时间分别为99分钟和110分钟。

著录项

  • 来源
    《Journal of structural engineering》 |2013年第12期|04013018.1-04013018.11|共11页
  • 作者单位

    Dept. of Architecture, Design and Urban Planning, Faculty of Architecture, Univ. of Sassari, Palazzo del Pou Salit, Piazza Duomo 6, 07041 Alghero, Italy;

    Dept. of Architecture, Design and Urban Planning, Faculty of Architecture, Univ. of Sassari, Palazzo del Pou Salit, Piazza Duomo 6, 07041 Alghero, Italy (corresponding author);

    Dept. of Civil Engineering and Architecture, Faculty of Engineering, Univ. of Trieste, Piazzale Europa 1, 34127 Trieste, Italy;

    Trees and Timber Institute CNR-Ivalsa, via Biasi 75, 38010 San Michele all'Adige, Italy;

    Trees and Timber Institute CNR-Ivalsa, via Biasi 75, 38010 San Michele all'Adige, Italy;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Bending; Finite-element model; Fire resistance; Laboratory tests; Timber; Wood floors; Wood structures;

    机译:弯曲;有限元模型防火性能;实验室测试;木材;木地板;木结构;

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