Investigation on Potential Use of Ferro Cement Jacketing for Strengthening of Reinforced Concrete Column and Construction Methodology

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Date

2019-10

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Addis Ababa University

Abstract

Strengthening of the existing structures has become a large part of the construction industry. Columns are the firmest structural element in any structure that transfers the entire loads to the foundations. In general, the strengthening of deficient columns is necessary to increase the load-carrying capacity and ductility that can be achieved by external confinement of columns. External confinement can be done by using different materials such as ferro cement, fiber-reinforced polymers, and steel jacketing. This thesis presents the results of an experimental and numerical study on the capacity of the strengthened reinforced column by ferro cement. Five group tests were conducted, and all sample specimen tests were under static load. The test had three reinforced concrete columns, three cement mortar wrapping reinforced concrete columns, three single layer ferro cement strengthened reinforced concrete columns, three double layers ferro cement strengthened reinforced concrete columns, and three triple layers ferro cement strengthened reinforced concrete columns. All samples tested by applying an axial load. The experimental data used for validation of the finite element models were developed using the abaqus software package. The validated models used as part of the study was to investigate the effects of material strength, reinforcement geometry and arrangement, and the influence of the axial load. The conclusions from the experiments and the numerical studies are that the number of layers of mesh in the ferro cement had a significant effect on enhancing the maximum axial load capacity of a column and increased its ductility property. The transverse wires in the ferro-mesh provide confinement to the column, and it is very good to use ferro cement material for strengthening a column.

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Keywords

Ferro Cement Jacketing, Reinforced Concrete Column, Construction Methodology

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