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dc.contributor.authorChandrangsu, Tayakorn
dc.contributor.authorRasmussen, Kim J.R.
dc.date.accessioned2020-11-30
dc.date.available2020-11-30
dc.date.issued2008-01-01en_AU
dc.identifier.issn1833-2781
dc.identifier.urihttps://hdl.handle.net/2123/24020
dc.description.abstractThis report describes the setup, procedure, and results of scaffold Cuplok joint tests. The aims of the tests are to investigate the joint stiffness for rotations about vertical and horizontal axes in various joint configurations, and carry out statistical analyses of the experimental results. The tests were performed in the laboratory of the School of Civil Engineering at the University of Sydney from second-hand Cuplok scaffold pars provided by Boral Formwork and Scaffolding Pty Ltd. A total of 172 tests were carried out on various joint configurations, bending axes, loading directions, types if material (galvanised or painted components), and degree of tightening of the joints. The results are shown graphically in terms of moment-rotation curves. Since there was substantial variation in Cuplok joint stiffness, a statistical analysis on the results was performed. These experimental studies are especially useful for modelling and performing probabilistic analysis the Cuplok scaffold systems.en_AU
dc.language.isoenen_AU
dc.publisherSchool of Civil Engineering, The University of Sydneyen_AU
dc.rightsCopyright All Rights Reserveden_AU
dc.subjectCivil Engineeringen_AU
dc.subjectJoint testsen_AU
dc.subjectJoint stiffnessen_AU
dc.subjectProbabilistic analysisen_AU
dc.subjectSupport scaffold systemsen_AU
dc.subjectFalseworken_AU
dc.titleScaffold Cuplok Joint Tests (No. R893)en_AU
dc.typeReport, Researchen_AU
dc.subject.asrc0905 Civil Engineeringen_AU
usyd.facultyFaculty of Engineering, School of Civil Engineeringen_AU
usyd.departmentCentre for Advanced Structural Engineeringen_AU
workflow.metadata.onlyNoen_AU


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