作者: Tomasz Trapko
DOI: 10.1016/J.MATDES.2013.09.008
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摘要: This paper discusses FRCM (fibre reinforced cementitious matrix) concrete columns under eccentric compression. Concrete that is externally with a composite uses mineral mortar as binder opposed to FRP (Fibre Reinforced Polymer) composites, in which epoxy resins bind the composite. Fifteen constant-diameter, were tested longitudinal and transverse mesh. Specimens subjected axial compression: (h/6) (h/12). Test set-up execution are described paper. Limit load capacity damage patterns analysed, horizontal displacements of measured, showing element for plastic deformation.