Field evaluation of unreinforced masonry walls strengthened with FRP composites subjected to out-of-plane loading

Gustavo Tumialan, Davide Tinazzi, John J. Myers, Antonio Nanni

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Citation (Scopus)

Abstract

Unreinforced masonry (URM) walls at a decommissioned building in St. Louis, Missouri were tested to failure. The walls belonging to the present experimental program were subjected to out-of-plane loading. Previous work on URM and reinforced masonry walls strengthened with FRP laminates has shown remarkable increases in capacity and ductility. However, most of this research has been conducted under laboratory conditions, where, many times, it is a difficult task to represent real field conditions. In this context, this experimental program offered a singular opportunity for performing field experimentation on URM walls strengthened with Glass, Aramid and Carbon Fiber Reinforced Polymers (GFRP, AFRP and CFRP, respectively), as well as Glass Near Surface Mounted Rods. Parameters such as the type of composite system, strip width, and FRP installation methods were evaluated. A mechanism of failure caused by a shear-compression effect lead to the fracture of either the upper or lower boundary masonry units. Due to this failure mode, the walls were not able to develop a higher capacity compared to the control specimen.

Original languageEnglish
Title of host publicationStructures Congress 2000: Advanced Technology in Structural Engineering
Volume103
DOIs
StatePublished - Dec 1 2004
Externally publishedYes
EventStructures Congress 2000: Advanced Technology in Structural Engineering - Philadelphia, PA, United States
Duration: May 8 2000May 10 2000

Other

OtherStructures Congress 2000: Advanced Technology in Structural Engineering
CountryUnited States
CityPhiladelphia, PA
Period5/8/005/10/00

Fingerprint

Aramid fibers
Carbon fiber reinforced plastics
Glass fibers
Failure modes
Carbon fibers
Laminates
Ductility
Large scale systems
Glass
Composite materials
Polymers

Keywords

  • Fiber Reinforced Polymer (FRP) Sheets
  • Near Surface Mounted Glass FRP Rods
  • Structural Strengthening
  • Unreinforced Masonry Walls

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Mechanics of Materials
  • Safety, Risk, Reliability and Quality
  • Building and Construction

Cite this

Tumialan, G., Tinazzi, D., Myers, J. J., & Nanni, A. (2004). Field evaluation of unreinforced masonry walls strengthened with FRP composites subjected to out-of-plane loading. In Structures Congress 2000: Advanced Technology in Structural Engineering (Vol. 103) https://doi.org/10.1061/40492(2000)176

Field evaluation of unreinforced masonry walls strengthened with FRP composites subjected to out-of-plane loading. / Tumialan, Gustavo; Tinazzi, Davide; Myers, John J.; Nanni, Antonio.

Structures Congress 2000: Advanced Technology in Structural Engineering. Vol. 103 2004.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Tumialan, G, Tinazzi, D, Myers, JJ & Nanni, A 2004, Field evaluation of unreinforced masonry walls strengthened with FRP composites subjected to out-of-plane loading. in Structures Congress 2000: Advanced Technology in Structural Engineering. vol. 103, Structures Congress 2000: Advanced Technology in Structural Engineering, Philadelphia, PA, United States, 5/8/00. https://doi.org/10.1061/40492(2000)176
Tumialan G, Tinazzi D, Myers JJ, Nanni A. Field evaluation of unreinforced masonry walls strengthened with FRP composites subjected to out-of-plane loading. In Structures Congress 2000: Advanced Technology in Structural Engineering. Vol. 103. 2004 https://doi.org/10.1061/40492(2000)176
Tumialan, Gustavo ; Tinazzi, Davide ; Myers, John J. ; Nanni, Antonio. / Field evaluation of unreinforced masonry walls strengthened with FRP composites subjected to out-of-plane loading. Structures Congress 2000: Advanced Technology in Structural Engineering. Vol. 103 2004.
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