首页|期刊导航|山东建筑大学学报|基于深度学习与修正IMK模型的夹层叠合板受弯性能研究

基于深度学习与修正IMK模型的夹层叠合板受弯性能研究OA

Study on flexural performance of sandwich composite slabs based on deep learning and modified IMK model

中文摘要英文摘要

针对目前缺乏陶粒泡沫混凝土叠合板受弯力学性能预测模型的问题,设计 5 块陶粒泡沫混凝土夹层叠合板进行静力加载试验,建立精细化有限元模型并验证其有效性,整合试验数据和修正 Ibarra-Medina-Krawinkler(IMK)模型模拟数据,构建叠合板数据库,并结合 BP 神经网络建立预测模型,对比分析预测模型生成与试验的荷载-位移曲线.结果表明:结合修正 IMK 模型的 BP 神经网络预测模型的评估指标中,均方根误差最高为9.69,平均绝对百分比误差最高为9.64%,决定系数 R2 最低为 0.94,泛化能力较强,具有较高的预测精度;预测模型生成的荷载-位移曲线与试验曲线基本吻合,表明能够较好地模拟该类叠合板的受弯性能.

The flexural performance properties of ceramsite foamed concrete sandwich composite slabs is critical to the overall safety of building structures.However,predictive models for such slabs remain limited.To this end,five ceramsite foamed concrete sandwich composite slabs were designed for static loading tests in this paper.A refined finite element model was developed and validated.The test data and simulation data of the modified Ibarra-Medina-Krawinkler(IMK)model were integrated to construct a composite slab database,and a prediction model was established in combination with the BP neural network.The load-displacement curves generated by the prediction model and those from the tests were compared and analyzed.The results indicate that the evaluation indexes of the BP neural network prediction model combined with the modified IMK model have a maximum RMSE of 9.69,a maximum MAPE of 9.64%,and a minimum R2 of 0.94,indicating strong generalization capability and high prediction accuracy.The load-displacement curves generated by the prediction model are basically consistent with the test load-displacement curves,confirming that the proposed model can effectively simulate the flexural behavior of such composite slabs.

刘春阳;周光锴;栾开业

山东建筑大学 土木工程学院,山东 济南 250101||山东建筑大学 建筑结构加固改造与地下空间工程教育部重点实验室,山东 济南 250101山东建筑大学 土木工程学院,山东 济南 250101中建八局第一建设有限公司,山东 济南 250000

建筑与水利

叠合板深度学习受弯性能BP神经网络参数辨识

composite slabdeep learningbending behaviorBP neural networkparameter identification

《山东建筑大学学报》 2026 (2)

11-20,32,11

国家自然科学基金项目(52278507)山东省自然科学基金项目(ZR2022ME160)北京工业大学重点实验室开放课题(2020B03)

10.12077/sdjz.2026.02.002

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