Zobrazeno 1 - 10
of 107
pro vyhledávání: '"Luiz Fernando Martha"'
Autor:
Cláudio Resende, Luiz Fernando Martha, Afonso Lemonge, Patricia Hallak, José Carvalho, Júlia Motta
Publikováno v:
Buildings, Vol 14, Iss 1, p 191 (2024)
Formulations of structural optimization problems are proposed in this paper to automatically find the best grouping of columns in 3D steel buildings. In these formulations, the conflicting objective functions, minimized simultaneously, are the weight
Externí odkaz:
https://doaj.org/article/db2e57205c6f4069be6951ed167b81ad
Publikováno v:
MethodsX, Vol 8, Iss , Pp 101591- (2021)
This paper presents a unified method developed by Rodrigues et al. [1] to obtain a complete tangent stiffness matrix for spatial geometric nonlinear analysis using minimal discretization. The formulation presents four distinct important aspects to a
Externí odkaz:
https://doaj.org/article/a41703258531441cbff0476c0587724e
Autor:
Diego Gabriel Gomes Rosa, Marco Aurélio Pacheco, Marco Antonio Meggiolaro, Luiz Fernando Martha
Publikováno v:
Brazilian Journal of Development. 9:2821-2835
This article aims to present a strategy for multi-objective optimization based on torque distribution for electrical 4WD (four-wheel drive) vehicles. By considering applications on uneven terrain, common to the navigation of tractors, off-road vehicl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f2fcb8f5429e56c614a308b1866cafbc
https://doi.org/10.34117/bjdv9n1-196
https://doi.org/10.34117/bjdv9n1-196
Autor:
Marco Antonio Meggiolaro, Jaime Tupiassú Pinho de Castro, Luiz Fernando Martha, Luiz Fernando Nazaré Marques
Publikováno v:
Frattura ed Integrità Strutturale, Vol 10, Iss 38, Pp 128-134 (2016)
Several methods can be used to estimate elastoplastic (EP) notchtip stresses and strains from linear elastic calculations, providing EP stress and strain concentration factors. For uniaxial load histories, Neuber’s and Glinka’s rules are perhaps
Externí odkaz:
https://doaj.org/article/ee8204d1389b4eefb8a30d9f547b3ef2
Publikováno v:
Computer Applications in Engineering Education. 29:1505-1525
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dccb3d1741e7d25d40df1dcd16984128
https://doi.org/10.1002/cae.22406
https://doi.org/10.1002/cae.22406
Publikováno v:
Applied Mathematical Modelling. 78:724-748
We present a mathematical programming approach for elastoplastic constitutive initial value problems. Consideration of the associative plasticity and a linear isotropic hardening model allowed us to formulate the local discrete constitutive equations
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e9141c247a8ccea1191d0a902d485c91
https://doi.org/10.1016/j.apm.2019.10.006
https://doi.org/10.1016/j.apm.2019.10.006
Publikováno v:
Applications of Computational Mechanics in Geotechnical Engineering ISBN: 9781315137568
Applications of Computational Mechanics in Geotechnical Engineering
Applications of Computational Mechanics in Geotechnical Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::06ab779759187cc2ef47752a290301b0
https://doi.org/10.1201/9781315137568-21
https://doi.org/10.1201/9781315137568-21
Autor:
Luiz Fernando Nazaré Marques, Eduardo Enes Cota, Luiz Fernando Martha, Jaime Tupiassú Pinho de Castro, Marco Antonio Meggiolaro
Publikováno v:
Theoretical and Applied Fracture Mechanics. 101:80-91
Plastic zones ( pz ) ahead of crack tips are obtained by incremental elastoplastic (EP) finite element (FE) 3D calculations for cracked components with relatively high and low transversal constraints, considering all effects associated with their geo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ea7362b62628bad80272c23ca3914d21
https://doi.org/10.1016/j.tafmec.2019.02.007
https://doi.org/10.1016/j.tafmec.2019.02.007
Autor:
Rafael Rangel, Luiz Fernando Martha
Publikováno v:
Computer Applications in Engineering Education. 27:553-571
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d600ab30db962c4d810325b5d4f981e6
https://doi.org/10.1002/cae.22097
https://doi.org/10.1002/cae.22097
Autor:
Beatriz Castier, João Luiz Elias Campos, Luiz Fernando Martha, Paulo Roma Cavalcanti, Paulo Cezar Pinto Carvalho
Publikováno v:
Applications of Computational Mechanics in Geotechnical Engineering ISBN: 9781003078111
The article proposes a data representation scheme and a modeling process for the computer simulation of solid discrete elements representing blocks in a rock mass. This problem is treated by creating and maintaining a spatial subdivision, defined by
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::367b2d1ea034543e2f51184cf50597df
https://doi.org/10.1201/9781003078111-11
https://doi.org/10.1201/9781003078111-11