Bond–slip constitutive relation of mortar anchor under different loading rates. Issue 4 (10th January 2020)

• Record Type: Journal Article
• Authors: Wang, Haitao; Guo, Tao; Sun, Haoyu
• Is Part Of: Journal of engineering, design and technology. Volume 18:Issue 4(2020)
• Page Start: 761
• Page End: 772
• Publication Date: 2020-01-10
• Subjects: Loading rate -- Bond performance -- Constitutive relation -- Mortar anchor; Engineering -- Periodicals; Engineering design -- Periodicals; Industrial design -- Periodicals; Technology -- Periodicals; 620.005
• DOI: 10.1108/JEDT-04-2019-0108
• Languages: English
• ISSNs: 1726-0531

Abstract

Abstract : Purpose: This paper aims to focus on establishing the bond-slip constitutive relation of mortar anchor under high loading rates by the dynamic pull-out test. Design/methodology/approach: Self-made specimens were made for the dynamic pull-out test to explore the bond performance of mortar anchor, and the bond-slip constitutive relation of mortar anchor under high loading rates was established according to the analysis of test data. Findings: During the loading process, the position of the peak bond stress was observed to translate to the free end. The bearing capacity of the mortar anchor was enhanced to some extent due to the increase of the loading rate. Originality/value: The bond-slip constitutive relation of mortar anchor under high loading rates was established with the introduction of the position function and dynamic-load expanded coefficient.