Výsledky vyhledávání - "Maximiliano Malite"

Akademický článek

Numerical analysis of bolted connections in cold-formed steel members

Autor: Jorge Munaiar Neto, Maximiliano Malite, Pedro Gonçalves de Rezende

Publikováno v: Semina: Ciências Exatas e Tecnológicas, Vol 27, Iss 1, Pp 23-37 (2006)

This paper presents three-dimensional numerical models of bolted connections of cold-formed steel members. The purpose of three-dimensional numerical models is to evaluate the strength and the behavior of these connections. The computer code ANSYS v.

Externí odkaz: https://doaj.org/article/8cb7d044ea614b8eb5f753db2f66b101

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Akademický článek

Numerical analysis of composite steel-concrete beams in ambient temperature and in fire situation

Autor: Roberto Martins Gonçalves, Maximiliano Malite, Jorge Munaiar Neto, Larissa Degliuomini Kirchhof

Publikováno v: Semina: Ciências Exatas e Tecnológicas, Vol 26, Iss 1, Pp 69-82 (2005)

This paper presents three-dimensional numerical models of steel-concrete composite beams with full interaction (no slip between concrete slab and steel beam) using a non-linear procedure. The threedimensional numerical models must be capable of predi

Externí odkaz: https://doaj.org/article/c848e956bc3440b58f90b25f6b45f846

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Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load

Autor: Ricardo Carrazedo, Maximiliano Malite, Luiz Vicente Vareda, Gustavo de Miranda Saleme Gidrão, Paula de Oliveira Ribeiro

Publikováno v: Latin American Journal of Solids and Structures, Volume: 17, Issue: 3, Article number: e266, Published: 20 MAY 2020
Latin American Journal of Solids and Structures v.17 n.3 2020
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP

This paper provides guidelines for cyclic loading bending test simulation and modal analysis of a reinforced concrete I-beam. For this purpose, experimental and numerical cyclic bending test were performed. In the experimental study, the natural freq

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4e863d20c92b3d2037e64d4d27e0282b
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252020000300509&lng=en&tlng=en

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Longitudinally stiffened web purlins under shear and bending moment

Autor: Juliana M Silva, Maximiliano Malite

Publikováno v: Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP

This paper aims to better understand the influence of longitudinal web stiffeners in the structural behavior of cold-formed steel purlins. A set of specimens with stiffened web and plain web cross-sections were tested on predominantly shear, combined

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0de0729c920c063825f57d1cbcab5615

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Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection

Autor: Luiz C.M. Vieira, Maximiliano Malite, Fernando H.S. Gilio

Publikováno v: Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP

Long runs of cold-formed steel Z-section purlins are often segmented due to assemblage and transportation issues. The segments are commonly connected by bolts to a short cold-formed steel member similar to the purlin; this short member is typically c

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f3cd8c0bbefde583efee25a1c9638020
https://doi.org/10.1016/j.engstruct.2018.05.095

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Akademický článek

Análise numérica de ligações parafusadas em chapas finas e em perfis formados a frio

Autor: Pedro Gonçalves de Rezende, Maximiliano Malite, Jorge Munaiar Neto

Publikováno v: Semina: Ciências Exatas e Tecnológicas, Vol 27, Iss 1 (2006)

O presente trabalho apresenta como proposta modelos numéricos tridimensionais de ligações parafusadas em chapas finas e em perfis formados a frio. Os modelos numéricos foram construídos com vistas a avaliar a resistência e o comportamento (conf

Externí odkaz: https://doaj.org/article/c7ca0c7f875b4ac6a0c64cab85cefb40

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Akademický článek

Análise numérica de vigas mistas aço-concreto em temperatura ambiente e em situação de incêndio

Autor: Larissa Degliuomini Kirchhof, Jorge Munaiar Neto, Maximiliano Malite, Roberto Martins Gonçalves

Publikováno v: Semina: Ciências Exatas e Tecnológicas, Vol 26, Iss 1 (2005)

Neste trabalho são propostos modelos numéricos tridimensionais de vigas mistas aço-concreto simplesmente apoiadas, considerando-se apenas a interação total (desconsideração de eslocamentos relativos entre laje de concreto e viga de aço). Os m

Externí odkaz: https://doaj.org/article/17e9e6666d4f4dfb96dac711095fdeda

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Numerical analysis of cold-formed double angles back-to-back under compression

Autor: Maximiliano Malite, Davi Fagundes Leal, Jorge Munaiar Neto

Publikováno v: REM: International Engineering Journal, Vol 70, Iss 4, Pp 399-406
REM-International Engineering Journal, Volume: 70, Issue: 4, Pages: 399-406, Published: DEC 2017
REM-International Engineering Journal v.70 n.4 2017
REM-International Engineering Journal
Fundação Gorceix (FG)
instacron:FG
Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP

Here-in, a numerical analysis based on the Finite Element Method (FEM) is proposed in order to investigate cold-formed steel back-to-back double angle structural behavior under compression. Considering non-linear analysis, an investigation was perfor

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::68dc723055c81532b1b1ef5026462bea
https://doi.org/10.1590/0370-44672016700183

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