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- W1538493719 abstract "Current design codes, used to predict the ultimate static load of uniplanar and multiplanar X-joints in circular hollow sections are mainly based on extensive tests on simple uniplanar joints. Very few test results on multiplanar joints are available for verification. Therefore, a test series, consisting of 3 uniplanar and 9 multiplanar X-joints in circular hollow sections have been carried out for determination of the initial stiffness, the ultimate static load and the deformation capacity. The objective of this study is to investigate the influence of loaded and unloaded out-of-plane braces on the behaviour of statically loaded X-joints under axial load, bending in-plane or bending out-of-plane. A clear multiplanar effect is observed for stiffness, strength and deformation capacity of multiplanar X-joints in comparison to uniplanar X-joints. Finally, the test results are compared with the values of the ultimate loads obtained from several design codes and recommendations. It appeared that the AWS code, which is the only code taking into account the multiplanar effects, gives conservative values for ultimate loads for axially loaded multiplanar joints." @default.
- W1538493719 created "2016-06-24" @default.
- W1538493719 creator A5052052052 @default.
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- W1538493719 date "1990-08-20" @default.
- W1538493719 modified "2023-09-27" @default.
- W1538493719 title "THE STATIC STRENGTH AND STIFFNESS OF MULTIPLANAR TUBULAR STEEL X-JOINTS" @default.
- W1538493719 hasPublicationYear "1990" @default.
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