Flexural behaviour and design of hollow flange cold-formed steel beam filled with lightweight normal and lightweight high strength concrete

[1]  B. Nener,et al.  Automating the mixture design of lightweight foamed concrete using multi-objective firefly algorithm and support vector regression , 2021, Cement and Concrete Composites.

[2]  Krishanu Roy,et al.  Web crippling capacity of fastened cold-formed steel channels with edge-stiffened web holes, un-stiffened web holes and plain webs under two-flange loading , 2021 .

[3]  G. Raftery,et al.  Moment capacity of back-to-back cold-formed steel channels with edge-stiffened holes, un-stiffened holes, and plain webs , 2021 .

[4]  Ahmed W. Al Zand,et al.  Performance of the novel C-purlin tubular beams filled with recycled-lightweight concrete strengthened with CFRP sheet , 2021 .

[5]  Shiping Li,et al.  Flexural behavior of precast, prestressed, lightweight aggregate concrete-conventional concrete composite beams , 2021 .

[6]  Hong-ping Zhu,et al.  Numerical study and strength model of concrete-filled high-strength tubular flange beam under mid-span load , 2021 .

[7]  Krishanu Roy,et al.  Moment capacity of cold-formed channel beams with edge-stiffened web holes, un-stiffened web holes and plain webs , 2020 .

[8]  K. Rzeszut,et al.  Structural behaviour of steel cold-formed sigma beams strengthened with bonded steel tapes , 2020 .

[9]  P. Gatheeshgar,et al.  Local buckling strength and design of cold-formed steel beams with slotted perforations , 2020 .

[10]  A. Abou-Rayan,et al.  Experimental investigation on the flexural behavior of steel cold-formed I-beam with strengthened hollow tubular flanges , 2020 .

[11]  Krishanu Roy,et al.  Flexural capacity of gapped built-up cold-formed steel channel sections including web stiffeners , 2020 .

[12]  Krishanu Roy,et al.  Web crippling behaviour of cold-formed steel channel sections with edge-stiffened and unstiffened circular holes under interior-two-flange loading condition , 2020 .

[13]  P. Gatheeshgar,et al.  New distortional buckling design rules for slotted perforated cold-formed steel beams , 2020, Journal of Constructional Steel Research.

[14]  Juan Enrique Martínez-Martínez,et al.  Comparative study of LightWeight and Normal Concrete composite slabs behaviour under fire conditions , 2020 .

[15]  C. Chen,et al.  Prediction of flexural and shear yielding strength of short span I-girders with concrete-filled tubular flanges and corrugated web - II: Numerical simulation and theoretical analysis , 2020 .

[16]  J. Thamboo,et al.  Experimental and numerical assessment of the flexural behaviour of semi-precast-reinforced concrete slabs , 2020 .

[17]  Shanmuganathan Gunalan,et al.  Structural behaviour of optimized cold‐formed steel beams , 2019, Steel Construction.

[18]  Shanmuganathan Gunalan,et al.  Combined bending and shear behaviour of slotted perforated steel channels: Numerical studies , 2019, Journal of Constructional Steel Research.

[19]  M. Mahendran,et al.  Finite element analysis and design for section moment capacities of hollow flange steel plate girders , 2019, Thin-Walled Structures.

[20]  Weijie Li,et al.  Axial behavior of slender RC square columns strengthened with circular steel tube and sandwiched concrete jackets , 2019, Engineering Structures.

[21]  S. Afshan,et al.  Flexural behaviour of concrete filled tubular flange girders , 2018, Journal of Constructional Steel Research.

[22]  M. T. Gögüs,et al.  Flexural behavior of lightweight concrete and self-compacting concrete-filled steel tube beams , 2018, Journal of Constructional Steel Research.

[23]  Mahen Mahendran,et al.  Section moment capacity tests of hollow flange steel plate girders , 2018, Journal of Constructional Steel Research.

[24]  Salam J. Hilo,et al.  Flexural Behavior of CFST Beams Partially Strengthened with Unidirectional CFRP Sheets: Experimental and Theoretical Study , 2018, Journal of Composites for Construction.

[25]  Poologanathan Keerthan,et al.  Lateral distortional buckling of rivet fastened rectangular hollow flange channel beams , 2018 .

[26]  Shazim Ali Memon,et al.  FE modelling of the flexural behaviour of square and rectangular steel tubes filled with normal and high strength concrete , 2017 .

[27]  R. Al-Mahaidi,et al.  Effect of ultra-high strength steel on mitigation of non-ductile yielding of concrete-filled double-skin columns , 2017 .

[28]  Zhihua Chen,et al.  Experimental behavior and design method of rectangular concrete-filled tubular columns using Q460 high-strength steel , 2016 .

[29]  Poologanathan Keerthan,et al.  Web crippling tests of Rivet Fastened Rectangular Hollow Flange Channel Beams under Two Flange Load Cases , 2015 .

[30]  Nicola Tondini,et al.  Cross-sectional flexural capacity of cold-formed laterally-restrained steel rectangular hollow flange beams , 2015 .

[31]  Mostafa Fahmi Hassanein,et al.  Fundamental behaviour of concrete-filled pentagonal flange plate girders under shear , 2015 .

[32]  Mahen Mahendran,et al.  Improved shear design rules of cold-formed steel beams , 2015 .

[33]  Ben Young,et al.  Design of cold-formed steel channels with stiffened webs subjected to bending , 2014 .

[34]  Togay Ozbakkaloglu,et al.  Stress–strain model for normal- and light-weight concretes under uniaxial and triaxial compression , 2014 .

[35]  Hong-ping Zhu,et al.  Experimental investigation on flexural behavior of concrete-filled pentagonal flange beam under concentrated loading , 2014 .

[36]  Mahen Mahendran,et al.  Numerical studies and design of hollow flange channel beams subject to combined bending and shear actions , 2014 .

[37]  Weiliang Jin,et al.  Experimental investigation and design of thin-walled concrete-filled steel tubes subject to bending , 2013 .

[38]  Wei Li,et al.  Behaviour of inclined, tapered and STS square CFST stub columns subjected to axial load , 2012 .

[39]  Mahen Mahendran,et al.  Numerical Modelling of LiteSteel Beams Subject to Shear , 2011 .

[40]  Hsuan-Teh Hu,et al.  Nonlinear analysis of short concrete-filled double skin tube columns subjected to axial compressive forces , 2011 .

[41]  Leroy Gardner,et al.  Fire behaviour of concrete filled elliptical steel columns , 2011 .

[42]  Gregory J. Hancock,et al.  Numerical simulation of high strength cold-formed purlins in combined bending and shear , 2010 .

[43]  Mostafa Fahmi Hassanein,et al.  Numerical modelling of concrete-filled lean duplex slender stainless steel tubular stub columns , 2010 .

[44]  Martin Macdonald,et al.  Recent developments in the design of cold-formed steel members and structures , 2008 .

[45]  Lin-Hai Han,et al.  Flexural behaviour of concrete-filled steel tubes , 2004 .

[46]  Cheng Yu,et al.  Local Buckling Tests on Cold-Formed Steel Beams , 2003 .

[47]  Benjamin W. Schafer,et al.  Computational modeling of cold-formed steel: characterizing geometric imperfections and residual stresses , 1998 .

[48]  R. Harini,et al.  Experimental study on lightweight concrete using pumice aggregate , 2021, Materials Today: Proceedings.

[49]  Hong-ping Zhu,et al.  Lateral-torsional buckling behaviour of concrete-filled high-strength steel tubular flange beams under mid-span load , 2021 .

[50]  Krishanu Roy,et al.  Effect of angle stiffeners on the flexural strength and stiffness of cold-formed steel beams , 2019 .

[51]  M Mofizul Islam,et al.  Cold formed steel structure: An overview , 2019 .

[52]  Yongbo Shao,et al.  Experimental study on static behavior of I-girder with concrete-filled rectangular flange and corrugated web under concentrated load at mid-span , 2017 .

[53]  Lin-Hai Han,et al.  Performance of concrete-filled thin-walled steel tubes under pure torsion , 2007 .