Static strength variation of thick-walle
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Y.S. Choo; X.D. Qian; K.S. Foo
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Article
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2004
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Elsevier Science
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English
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This paper reports the results of numerical study on thick-walled circular hollow section (CHS) joints with inclined braces, including the axial chord stress effects on static joint strengths. Four brace inclination angles y, varying from 301 to 901, and three brace-to-chord diameter ratios b are co