Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Timber filled CFRP jacketed circular steel tubes under axial compression
https://orcid.org/0000-0002-8743-739X
Highlights A new composite comprising steel tubes, timber and CFRP confinement was studied. The weight of the composite only increased 86%. The capacity considerably enhanced, around 2.5 times more than bare steel specimen. Practical benefits of the new composite are remarkable. The timber-filled specimens can potentially gain attentions of the researchers.
Abstract This paper discusses the structural behavior of an innovative composite column through an experimental study. The new composite comprised steel cylindrical hollow sections known as CHS, solid timber infill and CFRP confinements. The present stub columns were under pure axial compression. Plastic buckling, failure modes and deformational response of the mentioned elements were assessed. The ultimate capacity enhancement was evaluated for specimens with different conditions and comprehensive discussions were made in order to clarify the effect of each material on the structural behavior of different specimens.
Timber filled CFRP jacketed circular steel tubes under axial compression
https://orcid.org/0000-0002-8743-739X
Highlights A new composite comprising steel tubes, timber and CFRP confinement was studied. The weight of the composite only increased 86%. The capacity considerably enhanced, around 2.5 times more than bare steel specimen. Practical benefits of the new composite are remarkable. The timber-filled specimens can potentially gain attentions of the researchers.
Abstract This paper discusses the structural behavior of an innovative composite column through an experimental study. The new composite comprised steel cylindrical hollow sections known as CHS, solid timber infill and CFRP confinements. The present stub columns were under pure axial compression. Plastic buckling, failure modes and deformational response of the mentioned elements were assessed. The ultimate capacity enhancement was evaluated for specimens with different conditions and comprehensive discussions were made in order to clarify the effect of each material on the structural behavior of different specimens.
Timber filled CFRP jacketed circular steel tubes under axial compression
https://orcid.org/0000-0002-8743-739X
Highlights A new composite comprising steel tubes, timber and CFRP confinement was studied. The weight of the composite only increased 86%. The capacity considerably enhanced, around 2.5 times more than bare steel specimen. Practical benefits of the new composite are remarkable. The timber-filled specimens can potentially gain attentions of the researchers.
Abstract This paper discusses the structural behavior of an innovative composite column through an experimental study. The new composite comprised steel cylindrical hollow sections known as CHS, solid timber infill and CFRP confinements. The present stub columns were under pure axial compression. Plastic buckling, failure modes and deformational response of the mentioned elements were assessed. The ultimate capacity enhancement was evaluated for specimens with different conditions and comprehensive discussions were made in order to clarify the effect of each material on the structural behavior of different specimens.
Timber filled CFRP jacketed circular steel tubes under axial compression
Ghanbari Ghazijahani, Tohid (Autor:in) / Jiao, Hui (Autor:in) / Holloway, Damien (Autor:in)
Construction and Building Materials ; 94 ; 791-799
15.07.2015
9 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Timber filled CFRP jacketed circular steel tubes under axial compression
| British Library Online Contents | 2015
Timber filled CFRP jacketed circular steel tubes under axial compression
| Online Contents | 2015
Behaviour of FRP-jacketed circular steel tubes and cylindrical shells under axial compression
| British Library Conference Proceedings | 2007