Paper Title:
Experimental Investigation on Steel-Plate-Masonry Composite Column Compressive Behavior
  Abstract

The steel-plate-masonry composite structure is an innovative type of structural scheme popular in masonry structures with load-bearing walls removed for a large space. A total of 4 column specimens under static loading were tested to mainly study the failure modes, load-carrying capacity, and strain distribution in the critical cross-section. Results show that the composite columns started an initial failure from local buckling of the steel plate located between binding bolts; the main factors influencing load-carrying capacity included thickness of the steel plate, type of injected material, and initial column eccentricity; the working performance of the composite column with epoxy adhesive was better than that with cement grout; and re-distribution of compressive stress existed in the steel plates of the column. Also, the ratio of service load-carrying capacity to ultimate capacity of the steel-plate-masonry composite column is about 70%.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
591-595
DOI
10.4028/www.scientific.net/AMR.255-260.591
Citation
D. H. Jing, S. Y. Cao, H. T. Zhou, "Experimental Investigation on Steel-Plate-Masonry Composite Column Compressive Behavior", Advanced Materials Research, Vols. 255-260, pp. 591-595, 2011
Online since
May 2011
Export
Price
$32.00
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