全校广大师生:
香港城市大学刘锦茂院士应邀为我校师生作学术报告,现将有关事项通知如下:
一、报告题目
Modeling and Simulating Fluid-Structure-Interaction Problems
二、报告时间和地点
时间:2025年6月2日上午10:00-11:30
地点:龙翔校区10#楼C202智慧教室
欢迎广大师生届时参加,请有意听报告的师生提前15分钟入场完毕,会议期间,请将本人手机调成静音状态,保持会议秩序。
三、专家简介
刘锦茂 (K. M. Liew),欧洲科学院院士,香港工程科学院院士,卡尔蔡司洪堡研究奖首位亚洲获奖者,现任香港城市大学杨建文讲座教授 (可持续工程)。刘教授曾任香港城市大学周亦卿研究生院院长、建筑学及土木工程学系主任、新加坡南洋理工大学终身教授、南洋理工大学超级计算与可视化中心的创始主任。研究领域:多尺度/计算建模、可持续工程科学、多功能材料、3D建筑打印和混凝土材料研究。凭借在学术领域的卓越贡献,刘教授连续多年被科睿唯安 (Web of Science Group, Clarivate Analytics) 评选为全球高被引科学家,被斯坦福大学列为全球前2%顶尖科学家,被 Institute for Scientific Information (ISI) 评选为全球工程领域高被引学者。其研究工作持续受到政府、工业界以及研究机构的基金资助,累计获批科研经费6000万美元。
土木与交通工程学院
2025年5月29日
内容简介:
Fluid-structure interaction (FSI) is a multi-physics problem having diverse application scenarios ranging from aeroelasticity of aircraft wings, structural response of marine platforms, to blood circulation through aortic valves. This talk presents an integrated particle model for FSI problems involving irregular channel flows and crack propagation in structures. The proposed model is implemented as follows: (1) we couple weakly compressible smoothed particle hydrodynamics with bond-based peridynamics in a partitioned approach; (2) we propose a novel periodic boundary conditions algorithm for modeling flows in non-regular channels; and (3) we incorporate crack propagation in structural responses under fluid dynamics, which was rarely considered in previous works. This new framework has been validated and illustrated to be effective and versatile in diverse FSI problems, including hydrostatic pressure-induced solid deformation, violent free-surface flows and channel flows interacting with flexible structures. Compared with conventional grid-based methods, this particle framework is more user-friendly, since no extra effort is required to update meshes, even when a discontinuity appears during the modeling process. The extendibility and potential of this framework is further demonstrated by the simulation of fluid-driven deformation and crack propagation in elastomers.
(文:王相之 编审:科研处)