TESTS OF COMPLETE TRUSSES AND BEHAVIOR OF TUBE-TO-TUBE JOINTS : Ultimate behavior of circular tubular trusses under cyclic loading-Part 1
Results of a series of tests on complete tubular trusses that showed diverse failure modes including buckling of members are summarized. The behavior of tube-to-tube joints in the trusses is discussed. Failures of joints were observed at loads close to the predicted joint capacities according to the...
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| Veröffentlicht in: | Journal of Structural and Construction Engineering (Transactions of AIJ) 1992/03/30, Vol.433, pp.61-71 |
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| Format: | Artikel |
| Sprache: | eng ; jpn |
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| container_end_page | 71 |
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| container_issue | 433 |
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| container_title | Journal of Structural and Construction Engineering (Transactions of AIJ) |
| container_volume | 433 |
| creator | OGAWA, Koji KUROBANE, Yoshiaki YAMANARI, Minoru |
| description | Results of a series of tests on complete tubular trusses that showed diverse failure modes including buckling of members are summarized. The behavior of tube-to-tube joints in the trusses is discussed. Failures of joints were observed at loads close to the predicted joint capacities according to the formulas developed for the K-joint under axial brace loading. However, after buckling of members, the K-joints come under combined axial and bending loads and fail at a load lower than the joint capacity prediced by the formulas. Since the resistance of joints deteriorates due to combined load effects, joints should be designed to have a greater capacity than the buckling capacity of the members. |
| doi_str_mv | 10.3130/aijsx.433.0_61 |
| format | Article |
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The behavior of tube-to-tube joints in the trusses is discussed. Failures of joints were observed at loads close to the predicted joint capacities according to the formulas developed for the K-joint under axial brace loading. However, after buckling of members, the K-joints come under combined axial and bending loads and fail at a load lower than the joint capacity prediced by the formulas. 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| fulltext | fulltext |
| identifier | ISSN: 0910-8025 |
| ispartof | Journal of Structural and Construction Engineering (Transactions of AIJ), 1992/03/30, Vol.433, pp.61-71 |
| issn | 0910-8025 2433-0000 |
| language | eng ; jpn |
| recordid | cdi_proquest_miscellaneous_25928037 |
| source | J-STAGE (Japan Science & Technology Information Aggregator, Electronic) Freely Available Titles - Japanese |
| subjects | local buckling out-of-plane buckling shell bending deformation tube-to-tube joints tubular truss ultimate capacity |
| title | TESTS OF COMPLETE TRUSSES AND BEHAVIOR OF TUBE-TO-TUBE JOINTS : Ultimate behavior of circular tubular trusses under cyclic loading-Part 1 |
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