2019
DOI: 10.1016/j.tws.2018.09.036
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Experimental investigation on the longitudinal residual stress of cold-formed thick-walled SHS and RHS steel tubes

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Cited by 15 publications
(6 citation statements)
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“…The accuracy of FE models developed in this study was evaluated by comparing numerical results with the corresponding experimentally measured surface residual stresses reported in the literature. 8,12,16,19 The numerically computed residual stress distributions for SHS in the longitudinal direction together with published data from other researchers are shown in Figure 4. For SHS 1 numerical investigation, experimental validation was conducted with averages of inner and outer surface measurements and is taken as outer surface residual stress distributions (Figure 4A).…”
Section: Validation Of Numerical Resultsmentioning
confidence: 94%
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“…The accuracy of FE models developed in this study was evaluated by comparing numerical results with the corresponding experimentally measured surface residual stresses reported in the literature. 8,12,16,19 The numerically computed residual stress distributions for SHS in the longitudinal direction together with published data from other researchers are shown in Figure 4. For SHS 1 numerical investigation, experimental validation was conducted with averages of inner and outer surface measurements and is taken as outer surface residual stress distributions (Figure 4A).…”
Section: Validation Of Numerical Resultsmentioning
confidence: 94%
“…The accuracy of FE models developed in this study was evaluated by comparing numerical results with the corresponding experimentally measured surface residual stresses reported in the literature 8,12,16,19 . The numerically computed residual stress distributions for SHS in the longitudinal direction together with published data from other researchers are shown in Figure 4.…”
Section: Resultsmentioning
confidence: 95%
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“…This increases the cost of raw materials by $160-220 per ton; (3) the deviation of the inner arc radius (r) of the cold-formed angle steel is large, making it impossible to arc shovel in subsequent processing and thus affecting the assembly of the angle steel tower; (4) the high residual stress distribution zone lies in the apex angle (the corner regions of cold-formed or cold-deformation area) [23,24]. It not only results in accelerating brittle fracture and stress corrosion cracking, but also affects the static load strength, fatigue strength and stability of components [25][26][27]. To overcome these existing problems, it is necessary to develop WAS for transmission towers.…”
Section: Introductionmentioning
confidence: 99%