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Material tensile tests, member tests in compression and member tests in bending have been described.
Additional member tests on beams and pin-ended long columns are conducted.
Current design codes for fire resistance of structures are based on isolated member tests subjected to standard fire conditions.
Laboratory experiments have been completed including material tests as well as structural member tests, both at ambient and elevated temperatures.
A total of 12 tensile and 10 compressive member tests were carried out, with the key variables examined being the steel grade (S460 and S690), the initial prestress level and the presence of grout.
Numerical models were developed to replicate the structural response of the compressive member tests and subsequently used to generate parametric results, where the member slenderness, size of prestressing cable, applied prestress level, steel grade (S460 or S690), and grout condition (grouted and non-grouted), were varied.
Similar(53)
Four different mechanical tests were performed: splitting test, direct axial tension test, tension member test and beam test in flexure.
Prior to the member testing, material properties, residual stresses and initial local and global geometric imperfections were all accurately determined.
Major deliverables in the CFS-NEES effort included: shear wall testing, characterization, and modeling; cyclic member testing, characterization, and modeling; and, whole building shake table testing, and modeling.
It is thus costly and time-consuming to conduct large scale member testing for a particular type of LWC in order to establish design guidelines.
When one family member tested positive, the health staff (counsellors and clinicians) took every opportunity to get other members tested.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com