Time-dependent deformations of concrete columns under different construction load histories. Issue 8 (June 2019)

• Record Type: Journal Article
• Authors: Zou, Dujian; Du, Chengcheng; Liu, Tiejun; Teng, Jun; Cheng, Hanbin
• Is Part Of: Advances in structural engineering. Volume 22:Issue 8(2019)
• Page Start: 1845
• Page End: 1854
• Publication Date: 2019-06
• Subjects: axial shortening -- concrete columns -- construction stage -- high-rise buildings -- time-dependent strain; Structural engineering -- Periodicals; Construction, Technique de la; Structural engineering; Periodicals; 624.1
• DOI: 10.1177/1369433219828133
• Languages: English
• ISSNs: 1369-4332

Abstract

The adverse effects caused by differential axial shortening in high-rise buildings have received increasing attention with growing building height. However, the axial shortening analysis still lacks accuracy compared to the in-situ monitoring results of practical high-rise buildings during construction stage. It is imperative to identify the error sources, and the applicability of the current shortening prediction models should be test verified. In this study, 14 plain concrete columns were cast, and the multi-stage load method was applied to approximately simulate the loading history of axial concrete members during construction stage. The time-dependent deformations of loaded concrete specimens were measured, and a comparative analysis was conducted between test results and numerical prediction values. It is found that the measured deformations of multi-stage loading cases are all underestimated compared with predicted results, and this underestimation may be mainly caused by the inappropriate use of elastic modulus. It further indicates that the axial shortening analysis of high-rise buildings tends to underestimate the actual shortening value when the traditional calculation method is used. This study provides a reference for explaining the mismatch between the analytical results and the actual shortening values.