Shear strength model for reinforced concrete rectangular hollow columns

Abstract

The primary purpose of this paper is to propose an assessment model for concrete contribution to the shear strength of reinforced concrete (RC) rectangular hollow columns subjected to lateral loading. The model was developed based on the test results of this study, as well as other hollow column tests available in literature. A total of thirteen 1/4-scale RC rectangular hollow columns, with no transverse reinforcement, were tested under lateral loading in this study. The test variables included column length-to-depth aspect ratio, longitudinal steel ratio, hollow section ratio, web-to-gross section area ratio, and loading pattern. Also, a database of almost all RC hollow column tests available worldwide was assembled and used in quantifying the effect of increasing ductility on the column shear strength. Several popular shear models proposed earlier, all of which were mainly based on tests for columns with solid sections, were reviewed and compared with the developed model.