首页|建筑混凝土轻钢结构损伤可靠检测仿真研究

建筑混凝土轻钢结构损伤可靠检测仿真研究

扫码查看
建筑混凝土轻钢结构强度高、整体刚性好、变形能力强,但由于其构件断面偏小,发生开裂损伤后极限承载能力下降,严重影响建筑整体质量,所以应研究建筑混凝土轻钢结构损伤检测方法。先构建轻钢结构实体并自动生成三维轻钢结构有限元模型,利用模态分析模块求解轻钢结构模态参数。采用希尔伯特振动分解算法,获取轻钢结构损伤检测的最大幅值分量信号,并将其输入至全连接神经网络,检测损伤情况,并输出损伤结果。测试结果显示:获取的一阶和二阶频率结果与实际结果之间最大差值分别为 0。75Hz和 1。2Hz,说明上述方法可准确得出轻钢结构的相关模态参数,能够完成建筑混凝土轻钢结构损伤的可靠检测。
Simulation Study on Damage Reliability Detection of Building Concrete Light Steel Structure
The light steel structure of building concrete has high strength,good overall rigidity and strong deforma-tion capacity.However,due to the small section of its components,the ultimate bearing capacity decreases after crack-ing damage,which seriously affects the overall quality of the building.Therefore,the damage detection methods of building concrete and light steel structures are studied.The light steel structure entity is constructed and the three-di-mensional finite element model of the light steel structure is automatically generated.The modal parameters of the light steel structure are solved by the modal analysis module.Hilbert vibration decomposition algorithm is used to ob-tain the maximum amplitude component signal of light steel structure damage detection,which is input to the fully connected neural network to detect the damage and output the damage results.The test results show that the maximum difference between the obtained first-order and second-order frequency results and the actual results is 0.75Hz and 1.2Hz respectively,which indicates that the method can accurately obtain the relevant modal parameters of light steel structures and can complete the reliable detection of damage of building concrete light steel structures.

Building concreteLight steel structureDamage detectionModal parametersAmplitude componentFinite element model

张泽鹏、王仁义

展开 >

郑州工业应用技术学院建筑工程学院,河南 郑州 451100

郑州大学土木工程学院,河南 郑州 451100

建筑混凝土 轻钢结构 损伤检测 模态参数 幅值分量 有限元模型

2024

计算机仿真
中国航天科工集团公司第十七研究所

计算机仿真

CSTPCD
影响因子:0.518
ISSN:1006-9348
年,卷(期):2024.41(1)
  • 1
  • 15