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Comparison of steel-concrete composite column and steel column

Composite Structures, 2018
Abstract The aim of the work was numerical analyses of a steel-concrete composite column and a steel column. An internal column 3.60 m in length was considered. The column was on the second storey of a six-storey building designed for retail and services. The column was subjected to compression and uniaxial bending. The existing steel column was made
Piotr Lacki, Anna Derlatka
exaly   +2 more sources

Graphene oxide/chitin nanofibril composite foams as column adsorbents for aqueous pollutants

open access: yesCarbohydrate Polymers, 2016
A novel graphene oxide/chitin nanofibrils (GO-CNF) composite foam as a column adsorbent was prepared for aqueous contaminant disposal. The structures, morphologies and properties of composite foams supported by nanofibrils were characterized.
Dagang Liu, Zehui Li, Huafeng Tian
exaly   +2 more sources

Comparison of Conventional RCC Columns, Steel Columns and Composite Columns

Journal of Structural Engineering and Management, 2023
Worldwide, the steel industry is expanding almost everywhere. Compared to the USA, EU, and other developed nations, India uses less steel in the construction industry. Additionally, India's cities have some of the highest population densities per square kilometre, which limits horizontal construction growth and favours vertical development.
Parameshwar Hiremath   +1 more
openaire   +1 more source

Column-by-column compositional mapping by Z-contrast imaging

Ultramicroscopy, 2009
A phenomenological method is developed to determine the composition of materials, with atomic column resolution, by analysis of integrated intensities of aberration-corrected Z-contrast scanning transmission electron microscopy images. The method is exemplified for InAs(x)P(1-x) alloys using epitaxial thin films with calibrated compositions as ...
Molina, Sergio I.   +8 more
openaire   +3 more sources

Composite Connections to External Columns

Journal of the Structural Division, 1976
The behavior of beam-to-column connections in composite rigid frames is examined and the results of tests on ten specimens are presented. The steel beams are connected to concrete slabs by welded studs and are subjected to negative moment. The columns are of encased I-section bent about the major axis.
Peter Ansourian, Jack William Roderick
openaire   +1 more source

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