2005
DOI: 10.1533/ijcr.2005.0346
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Bending hinge characteristic of thin-walled square tubes

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Cited by 19 publications
(4 citation statements)
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“…Kim and Reid (2001) developed an analytical solution for the moment-rotation relationship in terms of a new collapse mechanism. Huang and Lu (2005) presented an empirical design formula for the bending moment of thin-walled square tubes based on dimensional analysis theory and numerical simulation results. Chen and Masuda (2016) calculated post-buckling strength of rectangular tubes with a large aspect ratio of web to flange using an effective width concept.…”
Section: Introductionmentioning
confidence: 99%
“…Kim and Reid (2001) developed an analytical solution for the moment-rotation relationship in terms of a new collapse mechanism. Huang and Lu (2005) presented an empirical design formula for the bending moment of thin-walled square tubes based on dimensional analysis theory and numerical simulation results. Chen and Masuda (2016) calculated post-buckling strength of rectangular tubes with a large aspect ratio of web to flange using an effective width concept.…”
Section: Introductionmentioning
confidence: 99%
“…Liu and Day [30] analyzed the bending collapse of the thin-walled channel section beams and derived their approximation moment-rotation characteristics. An empirical formula based on dimensional analysis has also been presented by Huang and Lu [31].…”
Section: Introductionmentioning
confidence: 99%
“…Bending collapse * Corresponding author. Email: ckpark@ncac.gwu.edu of thin-walled tubes has been studied by many researchers [5,6,8,9,11,13,14,18,24,26]. Kecman [11] performed an experimental study of the bending collapse of the prismatic members and proposed simple failure mechanisms involving stationary and moving hinge lines.…”
Section: Introductionmentioning
confidence: 99%
“…Kim and Reid [14] proposed a kinematically admissible analytical model based on the Kecman's and Wierzbicki et al's models. Huang and Lu [8] further studied Kim and Reid's model by using finite element (FE) models. Usually, the bending collapse of thin-walled members is localised at plastic hinges and the remaining parts of the column rotate as rigid bodies.…”
Section: Introductionmentioning
confidence: 99%