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装配式建筑梁柱节点疲劳损伤检测方法研究

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常规的装配式建筑梁柱节点疲劳损伤检测主要采用梁柱图像分析实现,忽略了节点内部损伤的影响,导致检测结果相对变化量系数与实际系数的差值较大.本文对装配式建筑梁柱节点疲劳损伤检测方法进行了研究,于装配式建筑梁柱周围布置测点对梁柱节点的应变状态进行分析;根据分析结果,结合梁柱内部能量耗散值,计算节点疲劳损伤能量系数;将该系数作为节点应变能密度因子分析节点轴向力,由此得出检测的梁柱节点疲劳损伤值.实验结果表明,所提方法应用后梁柱节点疲劳损伤检测结果表现出的相对变化量系数差值较小,检测结果准确率较高,满足了装配式建筑梁柱安全运维工作的现实需求.
Research on fatigue damage detection method for beam-column joints of prefabricated buildings
Conventional fatigue damage detection of beam-column joints in prefabricated buildings mainly relies on beam-column image analysis.However,this approach overlooks the influence of internal damage in the joints,resulting in significant differences between the relative variation coefficient and the actual coefficient in the detection results.Therefore,a study was conducted to investigate the fatigue damage detection method for beam-column joints in prefabricated buildings.By placing sensors around the beam-column joints in prefabricated buildings and analyzing the strain state of the joints,the research combines the internal energy dissipation value of the beam-column joints to calculate the fatigue damage energy co-efficient.This coefficient is then used to analyze the axial force of the joints based on the strain energy density factor,thus obtaining the detection values for the fatigue damage of the beam-column joints.Ex-perimental results indicate that the proposed method yields detection results for beam-column joint fatigue damage with relatively small differences in the relative coefficient of variation.The accuracy of the detec-tion results is high,satisfying the practical needs of safe operation and maintenance of beam-column joints of prefabricated building.

beam-column nodesprefabricated buildingsfatigue damage detectiondamage of beams and columnsdetection method

张延

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滁州职业技术学院 建筑工程学院,安徽 滁州 239000

梁柱节点 装配式建筑 疲劳损伤检测 梁柱损伤 检测方法

2025

山东理工大学学报(自然科学版)
山东理工大学

山东理工大学学报(自然科学版)

影响因子:0.311
ISSN:1672-6197
年,卷(期):2025.39(1)