Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Study on the Axial Ultimate Bearing Capacity of Concrete-Filled Square Steel Tubular Stub Columns
Based on unified strength theory, the mechanical behavior of core-concrete of concrete-filled square steel tubular stub columns was analyzed. Through controlling the constraint effect between square steel tube and core-concrete by width-thickness ratio, the ultimate bearing capacity formula for concrete-filled square steel tubular stub columns under axial compression was proposed, and the influencing factors of which was also discussed. The rationality of proposed formula was proved from the comparison of the analytical results obtained in this paper and experimental data.
Study on the Axial Ultimate Bearing Capacity of Concrete-Filled Square Steel Tubular Stub Columns
Based on unified strength theory, the mechanical behavior of core-concrete of concrete-filled square steel tubular stub columns was analyzed. Through controlling the constraint effect between square steel tube and core-concrete by width-thickness ratio, the ultimate bearing capacity formula for concrete-filled square steel tubular stub columns under axial compression was proposed, and the influencing factors of which was also discussed. The rationality of proposed formula was proved from the comparison of the analytical results obtained in this paper and experimental data.
Study on the Axial Ultimate Bearing Capacity of Concrete-Filled Square Steel Tubular Stub Columns
Advanced Materials Research ; 690-693 ; 742-746
14.05.2013
5 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Behaviour of square concrete-filled stiffened steel tubular stub columns under axial compression
| SAGE Publications | 2019
| British Library Online Contents | 2018
| British Library Online Contents | 2018