Zobrazeno 1 - 10
of 87
pro vyhledávání: '"Vladimir Guilherme Haach"'
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 17, Iss 6 (2024)
Abstract Nondestructive tests that assess the constitution or degradation of structures are of great interest in Civil Engineering. Among the non-destructive testing techniques, the Ultrasonic Pulse Velocity (UPV) test stands out; however, although i
Externí odkaz:
https://doaj.org/article/55367d0410f6482280c0744fdc9cbe15
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 16, Iss 4 (2022)
Abstract Changes in the stress state of a solid medium cause small variations in wave propagation velocities. Cross-correlation (CC) is a tool used for similarity evaluations between two data series. This paper addresses the use of the CC function fo
Externí odkaz:
https://doaj.org/article/f5279f3e39654a33a74547f738efd1a0
Reliability analysis of truss structures considering complete failure paths and using the FLHB model
Autor:
Túlio Raunyr Cândido Felipe, Edson Denner Leonel, Vladimir Guilherme Haach, André Teófilo Beck
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 14, Iss 4 (2021)
abstract: The study of progressive collapse of structures using numerical models requires accurate modeling of geometrical nonlinearity and material failure behavior. Numerical models must demonstrate stability, such that localized member failures do
Externí odkaz:
https://doaj.org/article/e8434f5620754818a6816bf25be77f80
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 13, Iss 4 (2020)
ABSTRACT: Hollow-core slabs are precast elements produced with very dry concrete, which hinders the molding of cube or cylindrical specimens normally used for the technological control of the material. This paper addresses the use of the rebound test
Externí odkaz:
https://doaj.org/article/9017b9fea47742af8a7294f9f935e19f
Autor:
Vladimir Guilherme Haach
Publikováno v:
Biblioteca Digital de Teses e Dissertações da USPUniversidade de São PauloUSP.
Os nós de pórtico são locais de mudança de direção do eixo da estrutura, logo são regiões descontínuas, ou seja, as hipóteses de Bernoulli de deformações lineares ao longo da seção transversal não são válidas. Sendo assim os métodos
Publikováno v:
Revista IBRACON de Estruturas e Materiais v.16 n.4 2023
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Changes in the stress state of a solid medium cause small variations in wave propagation velocities. Cross-correlation (CC) is a tool used for similarity evaluations between two data series. This paper addresses the use of the CC function for the fea
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::70300702f88bb1e820dfed8bb9f280dc
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952023000400200
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952023000400200
Publikováno v:
Revista IBRACON de Estruturas e Materiais v.16 n.1 2023
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
The relationship between flexural and direct tensile strength (αfl ratio) has been explored in evaluations of the cracking moment for concrete structural elements. However, most results for αfl can be applied only for rectangular cross-sections. Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bc367d1fc6a7f7955767f6a311dc8903
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952023000100201
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952023000100201
Publikováno v:
Journal of Materials in Civil Engineering. 34
Publikováno v:
Latin American Journal of Solids and Structures, Volume: 19, Issue: 5, Article number: e455, Published: 08 AUG 2022
Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP
Latin American Journal of Solids and Structures v.19 n.5 2022
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
Latin American Journal of Solids and Structures v.19 n.5 2022
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Intermediate diaphragms (ID) in bridges with precast girders are intended to improve load distribution among girders. Despite this, their efficacy has been doubted recently due to the complex construction tasks needed to join them to the girders. Acc
Autor:
Edson Denner Leonel, André Teófilo Beck, Túlio Raunyr Cândido Felipe, Vladimir Guilherme Haach
Publikováno v:
Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP
Universidade de São Paulo (USP)
instacron:USP
In this paper, a comprehensive ductile-damage model is proposed for non-linear analysis of truss structures. The model combines a positional Finite Element formulation, for handling large displacements; with a ductile model, for describing post-yield