Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Foek Tjong Wong"'
Publikováno v:
Civil Engineering Dimension, Vol 26, Iss 1 (2024)
A family of locking-free Kriging-based Timoshenko beam elements with a new implementation of the discrete shear gap technique was recently developed (referred to as K-beam-DSG1 elements). Performance of the K-beam-DSG1 elements has been shown to be v
Externí odkaz:
https://doaj.org/article/28939c547b374c0d9edb0a2855a926d7
Publikováno v:
Civil Engineering Dimension, Vol 21, Iss 2, Pp 89-96 (2019)
A tapered beam is a beam that has a linearly varying cross section. This paper presents an analytical derivation of the solutions to bending of a symmetric tapered cantilever Timoshenko beam subjected to a bending moment and a concentrated force at t
Externí odkaz:
https://doaj.org/article/dae3e5189f7a4e4e872ac0a73a1bcb35
Autor:
Foek Tjong Wong, Kristofer Widjaja
Publikováno v:
Civil Engineering Dimension, Vol 20, Iss 1, Pp 8-15 (2018)
The discrete-Kirchhoff Mindlin quadrilateral (DKMQ) element has recently been developed for analysis of composite laminated plates. This paper presents further development of the DKMQ for analysis of composite laminated folded plates. In this develop
Externí odkaz:
https://doaj.org/article/c4aa0724351e4da1b1a8392d187b17c3
Autor:
Foek Tjong Wong, Steven Sugianto
Publikováno v:
Civil Engineering Dimension, Vol 19, Iss 1, Pp 54-62 (2017)
A major difficulty in formulating a finite element for shear-deformable beams, plates, and shells is the shear locking phenomenon. A recently proposed general technique to overcome this difficulty is the discrete shear gap (DSG) technique. In this st
Externí odkaz:
https://doaj.org/article/b5ad43ab9a514220858aaeae9d2e52de
Publikováno v:
Civil Engineering Dimension, Vol 21, Iss 2, Pp 89-96 (2019)
A tapered beam is a beam that has a linearly varying cross section. This paper presents an analytical derivation of the solutions to bending of a symmetric tapered cantilever Timoshenko beam subjected to a bending moment and a concentrated force at t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8c1fb353b7729b433cbee02151611024
https://doi.org/10.9744/ced.21.2.89-96
https://doi.org/10.9744/ced.21.2.89-96
Publikováno v:
Asian Journal of Civil Engineering. 19:625-638
In the construction industry, determining project schedules has become one of the most critical subjects among project managers. These schedules oftentimes result in significant resource fluctuations that are costly and impractical for the constructi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ddd0c66541c2b8c5108683ec2dc9272c
https://doi.org/10.1007/s42107-018-0048-x
https://doi.org/10.1007/s42107-018-0048-x
Autor:
Kristofer Widjaja, Foek Tjong Wong
Publikováno v:
Civil Engineering Dimension, Vol 20, Iss 1, Pp 8-15 (2018)
The discrete-Kirchhoff Mindlin quadrilateral (DKMQ) element has recently been developed for analysis of composite laminated plates. This paper presents further development of the DKMQ for analysis of composite laminated folded plates. In this develop
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3e47c41a069f27887a7cfe7827a567df
http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/20644
http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/20644
Publikováno v:
Procedia Engineering. 171:805-812
In this paper the discrete-Kirchhoff Mindlin quadrilateral (DKMQ) element was developed for buckling analysis of plate bending including the shear deformation. In this development the potential energy corresponding to membrane stresses was incorporat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::914631bd2c6fb78400f17c85f7b99e80
https://doi.org/10.1016/j.proeng.2017.01.368
https://doi.org/10.1016/j.proeng.2017.01.368
Publikováno v:
2019 International Conference on Advanced Mechatronics, Intelligent Manufacture and Industrial Automation (ICAMIMIA).
Truss structures are common in the building industry. One way to contain construction costs is to implement structural optimization. Optimization has to consider cross-sectional size, area, topology, and node coordinates as design variables. However,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a761563bee6ded305971b1060c9a9328
https://doi.org/10.1109/icamimia47173.2019.9223411
https://doi.org/10.1109/icamimia47173.2019.9223411
Publikováno v:
Journal of Physics: Conference Series. 1625:012016
Studies on structure design optimization have been conducted extensively over the past decades because it can increase structural efficiency and maximize the engineers’ profit. One of the significant current discussions is the reliability aspect of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3fe2cb486de06c9bbbb52861f8734ec3
https://doi.org/10.1088/1742-6596/1625/1/012016
https://doi.org/10.1088/1742-6596/1625/1/012016