Zobrazeno 1 - 10
of 66
pro vyhledávání: '"Shawn Kenny"'
Publikováno v:
Geo-Congress 2023.
Publikováno v:
Canadian Journal of Civil Engineering. 48:99-114
Two- and three-dimensional continuum finite element methods were used to assess the mechanical response of buried metal culverts subjected to service load conditions. The analysis explored the influence of the culvert profile, cover depth, section as
Publikováno v:
Canadian Geotechnical Journal. 55:1812-1823
The response of buried pipes and vertical strip anchors in dense sand under lateral loading is compared based on finite-element (FE) modeling. Incorporating strain-softening behaviour of dense sand, the progressive development of shear bands and the
Publikováno v:
Journal of Offshore Mechanics and Arctic Engineering. 143
Joining an additively manufactured component to a forged or cast part through welding processes has recently attracted the attention of engineers and scientists. This technique integrates the technical benefits of additive manufacturing (AM) technolo
Autor:
Venkat P. Nemani, Shawn Kenny, Mohammadkazem Sadoughi, Hao Lu, Jeff Sidon, Chao Hu, Adam Thelen, Sheng Shen, Keith E. Webster, Matthew J. Darr
Publikováno v:
Engineering Applications of Artificial Intelligence. 103:104295
In recent years, advances in computer technology and the emergence of big data have enabled deep learning to achieve impressive successes in bearing condition monitoring and fault detection. While existing deep learning approaches are able to efficie
Publikováno v:
Scopus-Elsevier
Autor:
Shawn Kenny
Publikováno v:
Current Trends in Civil & Structural Engineering. 2
Autor:
Shawn Kenny, Kenton Pike
Publikováno v:
Canadian Geotechnical Journal. 53:1866-1881
Offshore pipelines in ice environments may be subjected to unique geohazards such as seabed ice gouging. These events involve nonlinear processes including large deformations and strains, contact mechanics, and failure mechanisms. Current pipeline en
Publikováno v:
Canadian Geotechnical Journal. 53:490-504
Finite element (FE) analyses of pipeline–soil interaction for pipelines buried in dense sand subjected to lateral ground displacements are presented in this paper. Analysis is performed — using the Arbitrary Lagrangian–Eulerian (ALE) method ava