Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Hui-na Yuan"'
Publikováno v:
Journal of Applied Mathematics, Vol 2013 (2013)
Using the finite element analysis program ABAQUS, a series of calculations on a cantilever beam, pile, and sheet pile wall were made to investigate the bending moment computational methods. The analyses demonstrated that the shear locking is not sign
Externí odkaz:
https://doaj.org/article/1cbd93b7fa1544efa20a6d866047916e
Publikováno v:
Journal of Applied Mathematics, Vol 2013 (2013)
This paper presents a study on the numerical performance of three contact simulation methods, namely, the interface element, thin-layer element, and contact analysis methods, through the analysis of the contact behavior between the concrete face slab
Externí odkaz:
https://doaj.org/article/0abcfa23876a49389f66a408518a6d92
Publikováno v:
Journal of Central South University. 22:2707-2718
The construction of waste rock dumps on existing tailing ponds has been put into practice in China to save precious land resources. This work focuses on the safety assessment of the Daheishan molybdenum mine waste rock dump under construction on two
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c59b83700acceae54e3a39a3f25927b7
https://doi.org/10.1007/s11771-015-2801-6
https://doi.org/10.1007/s11771-015-2801-6
Publikováno v:
Engineering Fracture Mechanics. 131:176-193
Fracture tests were performed on sandstone specimens under three-point bending with a variety of notch positions to achieve KII/KI = 0–12%. At peak load, the maximum crack opening displacement measured by digital image correlation was 45 μm under
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::84f21256cb27eb3e24a4de7ead34531c
https://doi.org/10.1016/j.engfracmech.2014.07.028
https://doi.org/10.1016/j.engfracmech.2014.07.028
Publikováno v:
KSCE Journal of Civil Engineering. 18:2007-2018
The safety issues of geotechnical structures are often related to tension-induced cracking of geomaterials. Conventional finite element analysis often experiences difficulties in re-meshing and adaptively analyzing the crack propagation region. In th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf9521219ab39d2611cead01e2c817c1
https://doi.org/10.1007/s12205-014-1490-2
https://doi.org/10.1007/s12205-014-1490-2
Publikováno v:
Journal of Computational and Applied Mathematics. 257:1-13
This paper presents a general 3D contact smoothing method based on the meshfree radial point interpolation method to improve the numerical simulation of contact problems. In particular, a locally smooth contact surface is constructed from the scatter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a39b6c2e45f5c00159f6202fe62c0397
https://doi.org/10.1016/j.cam.2013.08.014
https://doi.org/10.1016/j.cam.2013.08.014
Publikováno v:
Journal of Materials in Civil Engineering. 27
The tensile fracture characteristics of compacted soils are very important for the stability of earth structures. In this work, a horizontal displacement-controlled, uniaxial, direct-tension test apparatus was developed to capture the complete tensil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::447501e33b74f6aa0b55e062d5406fef
https://doi.org/10.1061/(asce)mt.1943-5533.0001250
https://doi.org/10.1061/(asce)mt.1943-5533.0001250
Publikováno v:
J. Appl. Math.
Journal of Applied Mathematics, Vol 2013 (2013)
Journal of Applied Mathematics, Vol 2013 (2013)
This paper presents a study on the numerical performance of three contact simulation methods, namely, the interface element, thin-layer element, and contact analysis methods, through the analysis of the contact behavior between the concrete face slab
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::15f5459e8025252d367743220bcd170e
Publikováno v:
Journal of Materials in Civil Engineering; Oct2015, Vol. 27 Issue 10, p1-11, 11p