参数火灾下木柱损伤量化评估研究OA
Study on quantitative damage assessment of timber columns under parametric fire
为精确评估木结构在真实火灾作用下的损伤程度,本文提出了一种基于能量的时间等效方法(简称能量等效法).研究针对6根胶合木柱试样,分别开展EN 1991-1-2参数火灾和与其等效标准火灾暴露试验,以验证该方法的适用性与精度.结果表明,对于结构组成相同的木柱,当其在参数火灾与标准火灾条件下吸收的热量相当时,其炭化形貌、剩余截面形态、炭化深度、高温热解层温度分布以及火灾后剩余承载力均呈现显著的等效性.具体数据表明,炭化深度、极限承载力及极限位移的相对误差分别控制在10%、5%及10%以内.由此证实,能量等效法能够有效评估参数火灾下木结构构件的损伤程度,可为推进木结构性能化防火安全设计提供理论依据与实践支撑.
To accurately assess the damage extent of timber structures under real fire conditions,this paper proposes an energy-based time equivalent method(referred to as the"energy equivalence method").The study conducted fire exposure tests on six glued laminated timber column specimens,subjecting them to both EN 1991-1-2 parameter fires and their equivalent standard fires to validate the applicability and accuracy of this method.Results indicate that for timber columns with identical structural composition,when absorbing equiva-lent heat under parametric and standard fire conditions,significant equivalence is observed in char morphol-ogy,residual cross-sectional shape,charring depth,temperature distribution of the pyrolysis layer,and re-sidual load-bearing capacity post-fire.Specific data indicate that the relative errors in charring depth,ultimate load-bearing capacity,and ultimate displacement are controlled within 10%,5%,and 10%,respectively.This confirms that the energy equivalence method can effectively evaluate the damage extent of timber struc-tural members under parameterized fires,providing theoretical basis and practical support for advancing performance-based fire safety design in timber structures.
张永旺;万晓雅;钱宗赟;陈世豪;张晓非;季克乾;王璐
南京工业大学土木工程学院,南京 211816南京工业大学土木工程学院,南京 211816南京工业大学土木工程学院,南京 211816南京工业大学土木工程学院,南京 211816东南大学土木工程学院,南京 211189南京工业大学土木工程学院,南京 211816南京工业大学土木工程学院,南京 211816
建筑与水利
能量等效法木构件等效时间参数火灾
energy equivalence methodtimber componentsequivalent timeparameter fire
《东南大学学报(自然科学版)》 2026 (6)
845-855,11
国家自然科学基金资助项目(52378518,52408539,52505252).
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