Zobrazeno 1 - 10
of 45
pro vyhledávání: '"John L. Meek"'
Autor:
John L. Meek, Qiang Xue
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 190:5233-5242
This paper presents a geometrically non-linear dynamic instability analysis for both two- and three-dimensional frames, which may be subjected to finite rotations. The finite element displacement method based on the beam–column approach is employed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3f4b43b741e0e342a105354c084045f7
https://doi.org/10.1016/s0045-7825(01)00166-9
https://doi.org/10.1016/s0045-7825(01)00166-9
Autor:
Qiang Xue, John L. Meek
Publikováno v:
International Journal of Structural Stability and Dynamics. :181-194
This paper presents large deflection, post-buckling analysis of plane and spatial elastic frames from a dynamic point of view. A co-rotational formulation combined with small deflection beam theory with the inclusion of the effect of axial force is a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a77d1d82c46494aceb3e221cb41ac9c0
https://doi.org/10.1142/s0219455401000184
https://doi.org/10.1142/s0219455401000184
Autor:
John L. Meek, Xiaoyan Xia
Publikováno v:
International Journal of Space Structures. 15:95-110
This paper sets out a simple design procedure for generating the cutting patterns of a membrane surface which can then be used for a variety of purposes, including fabric of tension surface. It does this by pre-defining the requirements of the cuttin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ea15f9e1524136c3f0726642231f9e53
https://doi.org/10.1260/0266351001495008
https://doi.org/10.1260/0266351001495008
Autor:
Xiaoyan Xia, John L. Meek
Publikováno v:
International Journal of Space Structures. 14:35-55
This paper presents a non-linear finite element procedure for shape finding of form structures and studies an approach wherein the engineer recognises formable curved surfaces focusing on the engineer's own imagination and creativity before turning t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eecd86e31da0b0d19c1da22ca8d0a08c
https://doi.org/10.1260/0266351991494687
https://doi.org/10.1260/0266351991494687
Autor:
Yicai Wang, John L. Meek
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 162:301-315
A simple, effective finite element incremental formulation and procedure for geometrically nonlinear static and dynamic analysis of a shell structure with finite rotations are presented, based on both the total Lagrangian and updated Lagrangian descr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b1d0393b03d33b6f108661a2c8efc33
https://doi.org/10.1016/s0045-7825(97)00349-6
https://doi.org/10.1016/s0045-7825(97)00349-6
Autor:
John L. Meek, Qiang Xue
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 158:235-254
Instead of the traditional load-following process, this paper presents large deflection, post-buckling analysis of the three-dimensional elastic frame from a dynamic point of view. A co-rotational formulation combined with small deflection beam theor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4d5a6dd3b52e2b5178cc276a6d0f0939
https://doi.org/10.1016/s0045-7825(98)00254-0
https://doi.org/10.1016/s0045-7825(98)00254-0
Autor:
John L. Meek, S. Ristic
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 145:285-299
The large displacement analysis of flat faceted shell element, previously developed by Meek and Tan [15] is further developed. This element, has been already tested in the nonlinear range via the use of the total Lagrangian formulation and a somewhat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7f2dd0248ccf5de08505b516a684a1e6
https://doi.org/10.1016/s0045-7825(96)01220-0
https://doi.org/10.1016/s0045-7825(96)01220-0
Autor:
John L. Meek, Kajal K. Gupta
Publikováno v:
Primer for the Finite Element Multidisciplinary Analysis Computer Program – STARS
Introduction STARS - Solids Module Description Data Input Procedure (STARS-Solids and Solids Heat Transfer) Sample Problems STARS-AEROS and STARS-ASE Module Descriptions: Linear Aeroelastic and Aeroservoelastic Analysis Data Input Procedure (STARS-AE
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b6d1361ffe099155d8eb2ae2ba7e7c1f
https://doi.org/10.2514/4.101748
https://doi.org/10.2514/4.101748
Autor:
Kajal K. Gupta, John L. Meek
Publikováno v:
International Journal for Numerical Methods in Engineering. 39:3761-3774
This paper presents summaries of the works of several authors associated with the invention of the analysis technique now referred to as the finite element method. It stresses the notion of first development from which subsequent ideas evolved and gi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7f2e217cd007bdbfc997b7c7d1136bb8
https://doi.org/10.1002/(sici)1097-0207(19961130)39:22<3761::aid-nme22>3.0.co
https://doi.org/10.1002/(sici)1097-0207(19961130)39:22<3761::aid-nme22>3.0.co
Autor:
Qiang Xue, John L. Meek
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 136:347-361
This paper presents large deflection, post-buckling analysis of the two-dimensional elastic frame from a dynamic point of view. A co-rotational formulation combined with small deflection beam theory with the inclusion of the effect of axial force is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::307ff9ebb18ec9ff97ae54716a28cf2c
https://doi.org/10.1016/0045-7825(96)00995-4
https://doi.org/10.1016/0045-7825(96)00995-4