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Load-bearing Capacity of Nailed Joints Exposed to Fire

机译:钉子接火的承重能力

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Nailed joints with wood members were exposed simultaneously to standard fire and constant load. Different loads were applied in the range of 0.1 to 0.6 of the estimated failure load at normal temperature. Measurements of the rate of charring and the temperature were used to determine the temperature profiles and further to estimate the reduction in the strength properties. The test results are compared with calculations based on the theory of K. W. Johansen. Three different relations between the reduction of embedding strength and the temperature were investigated. For one of these relations, the theory agrees well with the results obtained in the fire tests. The results of the calculations also show that there is a considerable reduction of the embedding strength during the first period of fire.
机译:具有木构件的钉子接头同时暴露于标准火力和恒定载荷下。在正常温度下,施加的载荷为估计失效载荷的0.1至0.6。炭化率和温度的测量值用于确定温度曲线,并进一步估计强度性能的降低。将测试结果与基于K. W. Johansen理论的计算结果进行比较。研究了嵌入强度降低与温度之间的三种不同关系。对于这些关系之一,该理论与耐火试验中获得的结果非常吻合。计算结果还表明,在火灾的第一阶段,埋入强度大大降低了。

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