Flexural rotation capacity models fitted to test results using different statistical approaches. (29th August 2017)

• Record Type: Journal Article
• Authors: Grammatikou, Sofia; Biskinis, Dionysis; Fardis, Michael N.
• Is Part Of: Structural concrete. Volume 19:Number 2(2018)
• Page Start: 608
• Page End: 624
• Publication Date: 2017-08-29
• Subjects: cyclic loading -- deformation capacity -- FRP jackets -- plastic rotation -- RC members -- rotation capacity -- seismic assessment -- seismic design -- tests -- ultimate deformation; Reinforced concrete -- Periodicals; 624.1834
• DOI: 10.1002/suco.201600238
• Languages: English
• ISSNs: 1464-4177

Abstract

Abstract : Practical models for the ultimate deformations of flexure‐controlled members were fitted to a database of thousands of tests. They cover beams, rectangular columns or walls, members with T‐, H‐, C‐, or box section, conforming or not to seismic design codes, with or without fiber reinforced polymer jackets, in monotonic or cyclic uniaxial flexure with axial force. Model parameters were statistically derived assigning to each test (a) a weight of unity; (b) weight inversely proportional to the number of tests in a testing campaign, or (c) weight inversely proportional to the root‐mean‐square error of tests in a campaign. Predictions correlate well to those of a physical model based on curvatures and a plastic hinge length. Analysis of variance suggests that the scatter of model predictions with respect to test results comes more from the testing itself than from the model. Intralab and interlab variabilities are quantified and pure error is estimated from tests of nominally identical specimens.