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A thermal load identification method based on physics-guided neural network for honeycomb sandwich structures 期刊论文
SMART MATERIALS AND STRUCTURES, 2023, 卷号: 32, 期号: 7, 页码: 75008
作者:  Du WQ(杜文琪);  Yang LK(杨乐凯);  Lu LL(路玲玲);  Le J(乐杰);  Yu MK(于明凯);  Song HW(宋宏伟);  Xing, Xiaodong;  Huang, Chenguang
Adobe PDF(10877Kb)  |  收藏  |  浏览/下载:85/1  |  提交时间:2023/06/15
thermal load identification  physics-guided neural network  physics-guided loss function  thermal feature parameters  laser irradiation  
An Efficient CDEM-based method to calculate full time-space natural fragment field of shell-bearing explosives 期刊论文
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2022, 卷号: 161, 页码: 12
作者:  Wang, Haozhe;  Yu, Anfeng;  Feng C(冯春);  Ling, Xiaodong;  Chen, Guoxin;  Gu, Meng;  Zhu XG(朱心广)
Adobe PDF(11342Kb)  |  收藏  |  浏览/下载:171/38  |  提交时间:2022/06/11
Natural fragments field  Stacked shell-bearing explosives  Continuous-discontinuous element method  Cross-Scale Efficient Simulation  
Effects of tension on vortex-induced vibration (VIV) responses of a long tensioned cylinder in uniform flows 期刊论文
ACTA MECHANICA SINICA, 2017, 卷号: 33, 期号: 1, 页码: 1-9
作者:  Kang L(康凌);  Ge F(葛斐);  Wu XD(武晓东);  Hong YS(洪友士)
浏览  |  Adobe PDF(2943Kb)  |  收藏  |  浏览/下载:343/101  |  提交时间:2017/04/26
A numerical study on responses of submerged floating structures undergoing vortex-induced vibration and seismic excitation 会议论文
2nd International Symposium on Submerged Floating Tunnels and Underwater Tunnel Structures (SUFTUS), Chongqing, PEOPLES R CHINA, DEC, 2016
作者:  Kang L(康凌);  Ge F(葛斐);  Wu XD(武晓东);  Hong YS(洪友士);  Ge, F (reprint author), Chinese Acad Sci, Inst Mech, LNM, Beijing 100190, Peoples R China.
浏览  |  Adobe PDF(1245Kb)  |  收藏  |  浏览/下载:247/63  |  提交时间:2017/05/12
Fluid-structure Interaction  Nonlinearity  Tether Spacing  Tunnel Prototype  China  
大长径比结构涡激振动响应中的行波特性研究 会议论文
中国力学大会——2013, 中国北京, 2013-08-19
作者:  康凌;  葛斐;  武晓东;  洪友士
浏览  |  Adobe PDF(558Kb)  |  收藏  |  浏览/下载:542/162  |  提交时间:2014/04/02
涡激振动  大长径比  行波  特性研究  预张力  自振频率  两个参数  流速  实验的方法  圆柱体  波动  变化规律:不显著:0