Zobrazeno 1 - 7
of 7
pro vyhledávání: '"R. B. CALDAS"'
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 12, Iss 3, Pp 509-517 (2019)
Abstract In search of an improved compatibility between cold-formed steel profiles and precast floor systems, this study proposes an alternative shear connector for cold-formed steel-concrete composite beams. This connector consists of a steel plate
Externí odkaz:
https://doaj.org/article/c30c2b3f8c4143dfa4c0eae5bb33ca4d
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 11, Iss 5, Pp 960-965 (2018)
Abstract This paper presents an experimental study with numerical modeling of Crestbond shear connectors in concrete filled tube columns. The Crestbond, which consists in a steel plate with regular cuttings, was originally conceived for composite bea
Externí odkaz:
https://doaj.org/article/34142538788f4b8aa3a1b31a7abbecdd
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 8, Iss 3, Pp 323-340
Size effect is an important issue in concrete structures bearing in mind that it can influence many aspects of analysis such as strength, brittleness and structural ductility, fracture toughness and fracture energy, among others. Further this, ever m
Externí odkaz:
https://doaj.org/article/57055a1641f14740b5edc068c708e2ef
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 10, Iss 4, Pp 895-905
ABSTRACT This paper presents a series of test results of large-scale rectangular concrete-filled steel tubular (CFST) beams to explore their performance under pure bending. Concrete-filling tests were initially carried out on two beam specimens of 12
Externí odkaz:
https://doaj.org/article/805ba811c8924146a87f13be49169d11
Publikováno v:
Latin American Journal of Solids and Structures, Vol 11, Iss 1, Pp 1-18
This paper presents a finite element formulation for the numerical analysis of three-dimensional framed steel, reinforced concrete or composite steel and concrete structures subjected to fire. Several specialized and commercial programs may be used f
Externí odkaz:
https://doaj.org/article/db410dc2ae7040b7922887295e5ead75
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 8, Iss 6, Pp 755-762
Abstract The purpose of this work is the development and implementation of a numerical procedure for the design of reinforced concrete columns (RC) and composite columns with fully concrete encased steel I-section (SC). For this purpose, a computer p
Externí odkaz:
https://doaj.org/article/8fc0c9ac5020476082a1a870265ef1b4
Publikováno v:
Revista de Estrutura do Aço. 4:181