东南大学学报（自然科学版）2026，Vol.56Issue(5)：704-712,9.DOI:10.3969/j.issn.1001-0505.2026.05.007
基于三维弹性理论修正的建筑外立面瓷砖空鼓声振弱耦合分析模型
Vibro-acoustic weak coupling analysis model for hollow of exterior wall tiles modified by three-dimensional elasticity theory
摘要
Abstract
The failure of the internal bonding layer is a main cause of the hollow of exterior wall tiles,affect-ing the sound signals generated under excitation.The theoretical curves of the vibration fundamental frequency of a rectangular plate versus the area under three elastic boundary conditions were derived based on the three-dimensional elasticity theory.The hollow characteristics were simulated using a finite element-boundary element coupled model.By strengthening the in-plane displacement constraints of the bonded areas,the model parameters were corrected,and a vibro-acoustic weak coupling analysis model for the hollow of exterior wall tiles was established,realizing numerical simulation of hollow sound under multiple working conditions.The results show that,after correction,the mean absolute percentage error between the simulated hollow sound dominant frequencies and the experimental ones is 9.28%.The hollow area has a quantifiable nonlinear effect on the hollow sound dominant frequency,providing a theoretical basis for rapid identification and intelligent diagnosis of the hollow of exterior wall tiles.关键词
建筑外立面瓷砖空鼓/空鼓声/声振分析/三维弹性理论/有限元-边界元耦合模型Key words
hollow of exterior wall tiles/hollow sound/vibro-acoustic analysis/three-dimensional elasticity theory/finite element-boundary element coupled model分类
建筑与水利引用本文复制引用
计柯妍,孔庆钊..基于三维弹性理论修正的建筑外立面瓷砖空鼓声振弱耦合分析模型[J].东南大学学报（自然科学版）,2026,56(5):704-712,9.基金项目
国家自然科学基金资助项目(52527812). （52527812）
