Experimental Investigation on Steel-Plate-Masonry Composite Column Compressive Behavior


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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%.



Advanced Materials Research (Volumes 255-260)

Edited by:

Jingying Zhao






D. H. Jing et al., "Experimental Investigation on Steel-Plate-Masonry Composite Column Compressive Behavior", Advanced Materials Research, Vols. 255-260, pp. 591-595, 2011

Online since:

May 2011




[1] H.A. Moghaddam: Lateral load behavior of masonry infilled steel frames with repair and retrofit. J Struct Eng, ASCE 2004; 130(1), p.56–63.

DOI: 10.1061/(asce)0733-9445(2004)130:1(56)

[2] R. Perera, S. Gуmez, E. Alarcуn: Experimental and analytical study of masonry infill reinforced concrete frames retrofitted with steel braces. J Struct Eng, ASCE 2004; 130(12), p.2032–(2039).

DOI: 10.1061/(asce)0733-9445(2004)130:12(2032)

[3] S.J. Hardy, M.A. Al-Salka: Composite action between steel lintels and masonry walls. Struct Eng Rev 1995; 7(2), p.75–82.

[4] S.J. Hardy: Design of steel lintels supporting masonry walls. Eng Struct 2000; 22(6), p.597–604.

DOI: 10.1016/s0141-0296(99)00004-8

[5] L. Galano, V. Gusella: Reinforcement of masonry walls subjected to seismic loading using steel x-bracing. J Struct Eng, ASCE 1998; 124(8), p.886–895.

DOI: 10.1061/(asce)0733-9445(1998)124:8(886)

[6] M. Taghdi, M. Bruneau, M. Saatcioglu: Seismic retrofitting of low-rise masonry and concrete walls using steel strips. J Struct Eng, ASCE 2000; 126(9), p.1017–1025.

DOI: 10.1061/(asce)0733-9445(2000)126:9(1017)

[7] A. Borri, P. Casadei, G. Castori, et al. Strengthening of brick masonry arches with externally bonded steel reinforced composites. J Compos Constr, ASCE 2009; 13(6), p.468–475.

DOI: 10.1061/(asce)cc.1943-5614.0000030

[8] B.D. Ewing, J.K. Kowalsky: Compressive behavior of unconfined and confined clay brick masonry. J Struct Eng, ASCE 2004; 130(4): 650–661.

DOI: 10.1061/(asce)0733-9445(2004)130:4(650)

[9] Y.Y. Ou, N.K. Liu: Analysis of flexural behavior of masonry column strengthened by wrapped steel outside under axial compression. Bldg Struct 2006; 36(11), p.27–29 [in Chinese].

[10] S.M. Zhuo, M.H. Lin, L.M. Chen: The strength and deformation of brick column reinforced by enclosing angle steel lath. Bldg Struct 1994; 24(5): 12–17 [in Chinese].

[11] D.H. Jing, S.Y. Cao, H.Z. Guo. Application of steel plate-masonry composite structure technology for underpinning of masonry walls. China Civ Eng J 2009; 42(5), p.55–60 [in Chinese].

[12] H.T. Zhou: Theoretical analysis and experimental study on compressive behavior of steel plate-masonry composite column. Master thesis, Southeast Univ, Nanjing, China, 2009, 73 pp [in Chinese].

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