Zobrazeno 1 - 10
of 50
pro vyhledávání: '"Zhangxian Yuan"'
Publikováno v:
Frontiers in Mechanical Engineering, Vol 10 (2024)
Externí odkaz:
https://doaj.org/article/0703387499e247cbb20bc5ef333b9bcc
Autor:
Xinwei Wang, Zhangxian Yuan
Publikováno v:
Applied Sciences, Vol 6, Iss 11, p 361 (2016)
Sandwich structures are widely used in practice and thus various engineering theories adopting simplifying assumptions are available. However, most engineering theories of beams, plates and shells cannot recover all stresses accurately through their
Externí odkaz:
https://doaj.org/article/317ffd7e1b8d4fd78dae4675d0bf8961
Autor:
George A. Kardomateas, Zhangxian Yuan
Publikováno v:
Journal of Sandwich Structures & Materials. 23:3495-3518
The goal of this paper is to derive closed form expressions for the energy release rate and mode partitioning offace/core debonds for the Single Cantilever Beam Sandwich Composite testing configuration, which is loaded with an applied shear force and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a492313141f8e3338ad1f3485dbd3264
https://doi.org/10.1177/1099636220932900
https://doi.org/10.1177/1099636220932900
Autor:
George Kardomateas, Zhangxian Yuan
Publikováno v:
Journal of Sandwich Structures & Materials. :109963622311524
This paper presents an analysis for the dynamic stability of sandwich beams/wide plates subjected to periodic axial loads. The formulation of the problem is done by use of the Extended High-order Sandwich Panel Theory (EHSAPT). The equations of motio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f86116f946917a271ecf1c91817095e6
https://doi.org/10.1177/10996362231152494
https://doi.org/10.1177/10996362231152494
Publikováno v:
Frontiers in Mechanical Engineering; 2024, p1-2, 2p
Publikováno v:
Archives of Computational Methods in Engineering. 27:1633-1660
The discrete singular convolution (DSC) algorithm is a relatively new numerical method. It has not only the advantage of high accuracy of global methods but also the advantage of the flexibility of local methods, and thus has been projected by its pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2e84b53c694f8411b5a08fc615c7269d
https://doi.org/10.1007/s11831-019-09365-5
https://doi.org/10.1007/s11831-019-09365-5
Publikováno v:
International Journal for Numerical Methods in Engineering. 120:1273-1295
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cc0e14e1acf0416fae8cc36156fd7625
https://doi.org/10.1002/nme.6183
https://doi.org/10.1002/nme.6183
Publikováno v:
Advances in Engineering Software. 131:36-47
The overall buckling and local buckling of stiffened panels are two possible failure modes and thus should be concerned by engineers in the preliminary design of lightweight structures. In this paper, an efficient technique is proposed to solve the l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2184021939ccb6279b362fa9eb37844f
https://doi.org/10.1016/j.advengsoft.2019.03.002
https://doi.org/10.1016/j.advengsoft.2019.03.002