Results 21 to 30 of about 71,891 (310)

Experimental Investigation on the Axial Loading Performance of Grooving-Damaged Square Hollow Concrete-Filled Steel Tube Columns

open access: yesBuildings, 2023
Under the influence of material defects, structural grooving, environmental corrosion, and other factors in engineering, concrete-filled steel tubes incur local defects on their external surfaces that affect their structural integrity and service life ...
Jing Liu   +4 more
doaj   +1 more source

Composite Steel Concrete Filled Tubes

open access: yesProcedia Engineering, 2012
AbstractThe paper presents the preparation and execution of an experimental programme focusing on the verification of rectangular composite members subjected to compression. Some preliminary experimental results and research findings are published in the paper.
Kvočák, V., Varga, G., Vargová, R.
openaire   +1 more source

Behavior of axially loaded circular stainless steel tube confined concrete stub columns [PDF]

open access: yes, 2019
A stainless steel tube confined concrete (SSTCC) stub column is a new form of steel-concrete composite column in which the stainless steel tube without bearing the axial load directly is used to confine the core concrete.
Fu, F., Guo, L., Huang, H., Liu, Y.
core   +1 more source

Analytical model for circular high strength concrete filled steel tubes under compression

open access: yes, 2021
It is well known that the effect of confinement in concrete filled steel tube (CFST) can enhance the axial compressive strength of the concrete core.
Jiongyi Zhu, Junbo Chen, T. Chan
semanticscholar   +1 more source

Rubberized concrete filled steel tube

open access: yesIOP Conference Series: Earth and Environmental Science, 2019
Abstract One of the solution to reduce tire waste is by incorporating rubber as fine aggregate replacement, producing a rubberized concrete. This type of concrete generally has lower compressive strength, however, could potentially be used as structural application due to its inherent ductility.
O. Abuzaid   +3 more
openaire   +1 more source

Finite element analysis on the capacity of circular concrete-filled double-skin steel tubular (CFDST) stub columns [PDF]

open access: yes, 2014
YesThis paper presents the behaviour of circular concrete-filled double-skin steel tubular (CFDST) stub columns compressed under concentric axial loads. To predict the performance of such columns, a finite element analysis is conducted.
Dai, Xianghe   +3 more
core   +1 more source

Effect of reinforcement stiffeners on square concrete-filled steel tubular columns subjected to axial compressive load [PDF]

open access: yes, 2014
Eight stiffened square concrete-filled steel tubular (CFST) stub columns with slender sections of encasing steel and two non-stiffened counterparts were tested subjected to axial compressive load.
Fu, F., Wang, Y., Yang, Y.
core   +1 more source

Effect of steel and concrete thickness on shear strength of square concrete filled double skin tubular beams

open access: yesCase Studies in Construction Materials, 2021
Concrete Filled Double Skin Tubular (CFDST) members are one of the most advanced forms of composite construction, consisting of two tubes, placed eccentrically or concentrically, with concrete sandwiched between the tubes. CFDST members are characterized
Najeeb Ullah   +4 more
doaj   +1 more source

Numerical simulation of UHPC filled tube columns against blast loads [PDF]

open access: yes, 2015
During the past decades, the use of concrete filled double skin steel tube (CFDST) members has gained much attention in the construction industry due to its beneficial properties such as light weight, high strength and excellent ductility.
Wu, Chengqing, Zhang, Fangrui
core   +1 more source

Experimental Study on Bearing Capacity of Compression Members of Space Grid Structures Reinforced by RPC

open access: yesApplied Sciences, 2022
Insufficient bearing capacity of compression bars in space grid structures can significantly reduce the collapse resistance of structures and cause immeasurable losses.
Yutong Duan   +3 more
doaj   +1 more source

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