2018
DOI: 10.1061/(asce)st.1943-541x.0002206
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Design of SupaCee Sections Subject to Web Crippling under One-Flange Load Cases

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Cited by 26 publications
(33 citation statements)
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“…New web crippling coefficients were proposed using the results of all the web crippling experimental studies [15][16][17][18][19][20][21][22][23][24][25] and are listed in Table 3. The mean and COV values in Table 3 confirm the accuracy of the new coefficients.…”
Section: Test Resultsmentioning
confidence: 99%
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“…New web crippling coefficients were proposed using the results of all the web crippling experimental studies [15][16][17][18][19][20][21][22][23][24][25] and are listed in Table 3. The mean and COV values in Table 3 confirm the accuracy of the new coefficients.…”
Section: Test Resultsmentioning
confidence: 99%
“…It provides the considered ranges of important section dimensions for web crippling, namely, overall depth, thickness and inside corner radius of cold-formed steel sections and the number of tests performed under each load case. Sundararajah et al [15][16][17][18][19][20] and Sundararajah [21] researched the web crippling behaviour of lipped, unlipped and SupaCee sections with their overall depth varying from 100 to 250 mm and thickness from 1.0 to 2.4 mm. Their sections were made of high strength steels with nominal yield strengths of 450, 500 and 550 MPa.…”
Section: Test Specimens and Set-upmentioning
confidence: 99%
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