Results 181 to 190 of about 792 (206)

Behaviour of concrete-filled hollow structural steel (HSS) columns with pre-load on the steel tubes

Journal of Constructional Steel Research, 2003
Abstract The use of hollow structural steel (HSS) columns filled with concrete has become widespread in the past few decades. However, these members are susceptible to the effects of pre-load on the steel tubes during construction. Nineteen concrete-filled HSS columns with the steel tubes subjected to pre-load have been tested.
Lin-Hai Han
exaly   +2 more sources

Bond-slip behaviour of concrete-filled stainless steel circular hollow section tubes

Journal of Constructional Steel Research, 2017
Abstract This paper presents the repeated push-out tests on concrete-filled stainless steel circular hollow section (CHS) tubes with different values of height-to-diameter ratio, diameter-to-thickness ratio and concrete strengths. The bond-slip behaviour of all specimens and the strain distribution on the exterior of stainless steel tubes along the ...
Yongbo Shao
exaly   +2 more sources

Comparison of the Behaviour of Axially Loaded Slender Hollow Steel Tubes and Concrete Filled Steel Tubes

Lecture Notes in Civil Engineering, 2023
Rebecca Mary Paul, Madhu M. Karthik, M. V. Anil Kumar   +2 more
exaly   +2 more sources

Experimental behaviour of stiffened concrete-filled thin-walled hollow steel structural (HSS) stub columns

Journal of Constructional Steel Research, 2005
Test results on concrete-filled steel tubular stub columns with inner or outer welded longitudinal stiffeners under axial compression are presented in this paper.
Zhong Tao, Lin-Hai Han
exaly   +2 more sources

Transverse impact resistance of hollow and concrete filled stainless steel columns

Journal of Constructional Steel Research, 2013
Concrete-filled stainless steel tubes can be considered as a new type of composite construction technique. The characteristics of stainless steel are quite different from those of mild steel in terms of strength, ductility, corrosion resistance and ...
Brian Uy, Zhong Tao, Alex Remennikov
exaly   +1 more source

Analysis of Axial Bearing Capacity of Concrete-Filled Steel Tube Hollow Columns

Advanced Materials Research, 2013
Based on the triple shear unified yield criterion, the mechanical behavior of the concrete-filled steel tube columns was analyzed. The calculation formulas of axial bearing capacity of the concrete-filled steel tube columns were deduced with considerations of the restriction effects of steel tube and the effects of the intermediate principal stressed ...
Xiao Yan Luo, Wei Ping Liu
openaire   +1 more source

Fire Resistance of Axially and Rotationally Restrained Concrete-Filled Double-Skin and Double-Tube Hollow Steel Columns

Journal of Structural Engineering, 2019
AbstractThe use of concrete-filled hollow steel columns is increasing in construction. These columns with a high load-bearing capacity allow the use of smaller cross sections.
Aline L. Camargo, João Paulo C. Rodrigues, Ricardo H. Fakury, Luis Laim   +3 more
openaire   +1 more source