EXPERIMENTAL TESTS AND ANALYTICAL INVESTIGATION OF RC BUILDING COLUMNS STRENGTHENED BY CFRP

The need for repair and strengthening of RC buildings and their structural elements occurs when their elements do not possess sufficient strength, stiffness and/or ductility out of different reasons or due to slighter or more severe damages most frequently caused by earthquakes. Within the frames of this paper, special emphasis will be put on RC buildings where, during construction, the built-in concrete has not achieved the designed concrete class and/or buildings that cannot satisfy the required strength, stiffness and deformation characteristics particularly in earthquake conditions due to built additional storeys or enlargements. In these cases, it is necessary to take measures for repair and strengthening using traditional or Innovative Materials. In this paper, focus will be given on technology of strengthening of RC columns with innovative materials as well as characteristics and types of these material will be introduced.

To present the possibilities and the benefits of use of these innovative construction materials in strengthening of structural elements of buildings and integral building structures, ample laboratory research for definition of the characteristics of these materials with different technologies of strengthening by CFRP (Carbon Fiber Reinforced Polymers) materials are carried out at the Institute of earthquake Engineering and Engineering Seismology – IZIIS, Skopje. Selected results of experimental and analytical investigations of RC column models with different technologies of strengthening by CFRP are presented.

Authors

  • Artur Roshi, Golubka Nechevska-Cvetanovska, Jordan Bojadjiev

Keywords

  • quasi-static tests
  • innovative materials
  • CFRP
  • repair and strengthening
  • strength
  • ductility