Zobrazeno 1 - 8
of 8
pro vyhledávání: '"J. S. CAMACHO"'
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 12, Iss 5, Pp 1010-1033 (2019)
Abstract An experimental program on reinforced concrete masonry beams was conducted aiming to better understand the behavior of reinforced masonry beams. The beams were designed to fail in flexure, assessing cracking patterns, maximum displacement, u
Externí odkaz:
https://doaj.org/article/91bd1745b86a440ab8921d5b931d0df3
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 12, Iss 4, Pp 884-909 (2019)
Abstract Beams are subject a flexure and shear, with the last as the theme of this research. The purpose of this paper is to analyze specifications for the shear design of concrete block structural masonry beams, based on an extensive literature revi
Externí odkaz:
https://doaj.org/article/79815725d19e423199e9298fe0fd38cf
Autor:
P. P. Rosa, A. A. S. Xavier, R. C. Chesini, A. P. T. Oliveira, J. S. Camacho, M. R. Faria, L. P. Nunes
Publikováno v:
Boletim de Indústria Animal, Vol 76, Pp 1-7 (2019)
O uso do bagaço de uva, um coproduto da indústria da viticultura se apresenta como uma alternativa de reduzir custos com alimentação dos ruminantes, auxiliando também o meio ambiente, pois além de dar um destino a este material que é descartad
Externí odkaz:
https://doaj.org/article/64c1bf14e36b450d8d9af0fa5420f536
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 11, Iss 3, Pp 620-643 (2018)
Abstract Cellular concrete is a lightweight concrete obtained by aerating agent, which produces air-voids into the mixture. This work deals with bond between cellular concrete and steel rebars. Pull-out tests of 4,2 mm diameter rebars partly immersed
Externí odkaz:
https://doaj.org/article/63d054ec6b9b4d2482616392e55bd3e3
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 10, Iss 6, Pp 1273-1319 (2017)
Abstract Although the use of high strength concrete blocks for the construction of tall buildings is becoming common in Brazil, their mechanical properties and behavior are not fully understood. The literature shows a gap in experimental studies with
Externí odkaz:
https://doaj.org/article/7e7fdf9f6ea84d428ed794da1fec5a07
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 4, Iss 5, Pp 750-763
Neste trabalho faz-se a comparação entre diferentes modelos para se prever a resistência à compressão de prismas de alvenaria de blocos de concreto. Foram estudados experimentalmente quatro tipos diferentes de configurações de prismas, sendo c
Externí odkaz:
https://doaj.org/article/58954ca40851443f85171a53364eb903
The influence of grouting and reinforcement ratio in the concrete block masonry compressive behavior
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 8, Iss 3, Pp 341-364
This paper presents an experimental investigation on the compressive strength and stress-strain curves of concrete block masonry with varying block and grout strengths and reinforcement ratio. The three-block prisms, built with 8.5 and 15.0 MPa block
Externí odkaz:
https://doaj.org/article/c56ce6f478f8469eb650114ac8e8eb7f
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 12, Iss 4, Pp 884-909 (2019)
SciELO
Repositório Institucional da UNESP
Universidade Estadual Paulista (UNESP)
instacron:UNESP
Revista IBRACON de Estruturas e Materiais v.12 n.4 2019
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
SciELO
Repositório Institucional da UNESP
Universidade Estadual Paulista (UNESP)
instacron:UNESP
Revista IBRACON de Estruturas e Materiais v.12 n.4 2019
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
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