Results 101 to 110 of about 792 (206)
Thermal behaviour of blind-bolted connections to hollow and concrete-filled steel tubular columns [PDF]
, 2015 This paper reports on the thermal analysis of blind-bolts connected to concrete filled steel tube (CFST) and hollow steel section (HSS) columns. The aim is therefore the investigation of the temperature distribution in the connected sections and the ...
Pascual Pastor, Ana María +4 more
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Structural behaviour of UHPC-filled double-skin aluminium columns under combined loadings conditions
Case Studies in Construction MaterialsConcrete-filled double-skin tubular columns are highly valued in modern construction for their outstanding load capacity, reduced self-weight, and excellent ductility.
Mohammad Alameri +3 more
doaj +1 more source
, 2010 This paper presents the analysis and design of concrete filled stainless steel tubular column under impact load with pre-compressive condition. A comprehensive test program has been carried out recently at the University of Western Sydney and University ...
Uy, Brian (R9735) +2 more
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, 2015 This paper presents an experimental study that was undertaken to investigate the effects of key parameters on the compressive behavior of fiber reinforced polymer (FRP)-concrete-steel composite columns that were manufactured with S-Glass FRP tubes.
Fanggi, L., Ozbakkaloglu, T.
core +1 more source
Partial compressive behaviour of concrete-filled stainless steel tubes stub columns
, 2019 This report aims to investigate the structural performance of self-compacting concrete-filled stainless steel tube under partial compression. 8 partial compressive concrete-filled stainless steel tubes specimens and 1 entire compressive reference ...
Low, Yee Yew
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Energy Science & Engineering, 2019 The successful retaining of the gob‐side entry under a thick and hard roof stratum is difficult because of the high pressure present and complex construction technology commonly used.
Wanpeng Huang +5 more
doaj +1 more source
Experimental investigation of concrete-filled cold-formed high strength stainless steel tube columns
, 2006 This paper presents an experimental investigation of concrete-filled cold-formed high strength stainless steel tube columns. The high strength stainless steel tubes had a yield stress and tensile strength up to 536 and 961 MPa, respectively.
Ellobody, E, Young, B
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Experimental investigation of concrete-filled aluminum stub columns
, 2009 This paper presents an experimental investigation of concrete-filled aluminum tube columns. The structural performance of the concrete-filled aluminum tube columns was investigated using different concrete cylinder strengths of 40, 70 and 100 MPa.
Zhou, F, Young, B
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, 2017 The corrosion of steel reinforcement is considered the greatest factor limiting the service life of reinforced concrete structures. Glass fiber reinforced polymers (GFRPs) are known as cost-effective materials offering long-term durability and less ...
Lokuge, Weena +3 more
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Design of concrete-filled stainless steel tubular connections
, 2010 A numerical study was performed on concrete-filled stainless steel tubular T- and X-joints using finite element analysis. The specimens were fabricated from square and rectangular hollow sections (SHS and RHS) with concrete-filled in the chord members ...
Young, B, Feng, R, Ben Young, Ran Feng
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