Search Results - "Lim, James BP"

Numerical simulation and proposed design rules of cold-formed stainless steel channels with web holes under interior-one-flange loading by Fang, Zhiyuan, Roy, Krishanu, Uzzaman, Asraf, Lim, James B.P.

“…•This paper presents a finite element analysis of cold-formed stainless steel channels with circular web holes, subjected to interior-one-flange loading…”
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Moment capacity of back-to-back cold-formed steel channels with edge-stiffened holes, un-stiffened holes, and plain webs by Chen, Boshan, Roy, Krishanu, Fang, Zhiyuan, Uzzaman, Asraf, Raftery, Gary, Lim, James B.P.

“…•A new generation of back-to-back CFS channels with edge-stiffened holes is examined.•Results from an experimental regime and elasto-plastic finite element are…”
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Effect of the web hole size on the axial capacity of back-to-back aluminium alloy channel section columns by Fang, Zhiyuan, Roy, Krishanu, Chen, Boshan, Xie, Zhengxin, Ingham, Jason, Lim, James B.P.

“…•Experimental tests were conducted on screw fastened back-to-back built-up aluminium alloy columns with web holes under axial compression.•A non-linear FE…”
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Assessment of end-two-flange web crippling strength of roll-formed aluminium alloy perforated channels by experimental testing, numerical simulation, and deep learning by Fang, Zhiyuan, Roy, Krishanu, Ingham, Jason M., Lim, James B.P.

“…•This work studied web crippling behaviour of aluminium alloy lipped channels.•Experimental tests, finite element models, and deep neural network were…”
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Failure mechanism and bearing capacity of cold-formed steel trusses with HRC connectors by Mathieson, Chris, Roy, Krishanu, Charles Clifton, G., Ahmadi, Amin, Lim, James B.P.

“…•Four-point bending, and cyclic tests were conducted on 26 specimens of CFS trusses with different type of connections.•Howick Rivet Connector (HRC)…”
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Effect of screw spacing on behavior of axially loaded back-to-back cold-formed steel built-up channel sections by Ting, Tina Chui Huon, Roy, Krishanu, Lau, Hieng Ho, Lim, James BP

“…In cold-formed steel structures, such as trusses, wall frames, and portal frames, the use of back-to-back built-up cold-formed steel channel sections for the…”
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Development of optimum cold-formed steel sections for maximum energy dissipation in uniaxial bending by Ye, Jun, Becque, Jurgen, Hajirasouliha, Iman, Mojtabaei, Seyed Mohammad, Lim, James B.P.

“…•Cold-formed steel beam sections are optimized for maximum energy dissipation.•Particle Swarm Optimization is combined with GMNIA finite element…”
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Effects of edge-stiffened circular holes on the web crippling strength of cold-formed steel channel sections under one-flange loading conditions by Uzzaman, Asraf, Lim, James B.P., Nash, David, Young, Ben

“…•Web crippling tests of cold-formed channel section with edge-stiffened circular holes under One-flange loading conditions.•Non-linear finite element models…”
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Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition – Part I: Tests and finite element analysis by Lian, Ying, Uzzaman, Asraf, Lim, James B.P., Abdelal, Gasser, Nash, David, Young, Ben

“…Web openings could be used in cold-formed steel beam members, such as wall studs or floor joints, to facilitate ease of services in buildings. In this paper…”
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Structural performance assessment of trapezoidally-corrugated and centrally-perforated steel plate shear walls by Bahrebar, Milad, Kabir, Mohammad Zaman, Zirakian, Tadeh, Hajsadeghi, Mohammad, Lim, James B.P.

“…In recent years, there has been a growing interest towards the use of corrugated infill plates as an alternative to flat infill plates in steel plate shear…”
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Environmental durability of epoxy-bonded CFRP-to-steel joints in mode I fracture by Jabbari, Milad, Raftery, Gary M., Lim, James B.P.

“…Exposure to environmental stresses can weaken the connection of epoxy-bonded CFRP-strengthened steel elements. As a result, designers often express concern…”
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A numerical study and proposed design rules for stress concentration factors of stainless steel hybrid tubular K-joints by Feng, Ran, Tang, Chi, Chen, Zhenming, Roy, Krishanu, Chen, Boshan, Lim, James B.P.

“…•A FE investigation on SCFs of stainless steel CHS-to-SHS and SHS-to-CHS K-joints was conducted.•An extensive parametric study comprising 324 FEMs was…”
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Numerical investigations on the axial capacity of back-to-back gapped built-up cold-formed stainless steel channels by Roy, Krishanu, Lau, Hieng Ho, Lim, James BP

“…Cold-formed stainless steel is becoming popular as a structural member with its increased corrosion resistance and durability when compared with carbon steel…”
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Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition - Part II: Parametric study and proposed design equations by Lian, Ying, Uzzaman, Asraf, Lim, James B.P., Abdelal, Gasser, Nash, David, Young, Ben

“…This paper reports the second part of a study on the web crippling strength of cold-formed steel channel sections with web holes under the end-one-flange (EOF)…”
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Experimental cyclic performance of cold-formed steel bolted moment resisting frames by McCrum, Daniel P., Simon, Jordan, Grimes, Michael, Broderick, Brian M., Lim, James B.P., Wrzesien, Andrzej M.

“…•Cyclic testing of cold-formed steel portal frames.•Perfect-fit and normal tolerance bolt hole connection types investigated.•Good seismic performance through…”
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A supply chain perspective of prefabricated housebuilding diffusion in New Zealand by Masood, Rehan, Roy, Krishanu, González, Vicente A., Lim, James B.P., Nasir, Abdur Rehman

“…PurposeGlobally, prefabrication in housebuilding has evolved as an innovative approach to attain sustainability and affordability. However, the SC, including…”
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Web bearing capacity of unlipped cold-formed ferritic stainless steel channels with perforated web subject to end-two-flange (ETF) loading by Yousefi, Amir M., Lim, James B.P., Clifton, G. Charles

“…•Web bearing tests of unlipped cold-formed ferritic stainless steel channels.•Non-linear quasi-static finite element models are developed.•A parametric study…”
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Power-actuated fasteners in single shear-An experimental investigation and proposed design rules by Milewska, Anna, Roy, Krishanu, Milewski, Pawel, Pham, Cao Hung, Charles Clifton, G., Quenneville, Pierre, Lim, James B.P.

“…•Eighty one experimental tests on the design strength of power-actuated fasteners (PAFs) in single shear connections are presented.•Modes of failure for both…”
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Behaviour of partly stiffened cold-formed steel built-up beams: Experimental investigation and numerical validation by Dar, M Adil, Subramanian, N, Dar, A R, Anbarasu, M, Lim, James BP, Atif, Mir

“…To address the various instability problems in cold-formed steel members, many researchers have mainly focused on developing innovative sectional profiles…”
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Web crippling behaviour of cold-formed steel channel sections with offset web holes subjected to interior-two-flange loading by Uzzaman, Asraf, Lim, James B.P., Nash, David, Rhodes, Jim, Young, Ben

“…Cold-formed steel sections are often used as wall studs or floor joists; such sections often include web holes for ease of installation of the services…”
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