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A study of the debonding mechanism in steel and basalt FRCM-masonry joints

  • Read more about A study of the debonding mechanism in steel and basalt FRCM-masonry joints

Effect of the inherent eccentricity in single-lap direct-shear tests of PBO FRCM-concrete joints

  • Read more about Effect of the inherent eccentricity in single-lap direct-shear tests of PBO FRCM-concrete joints

Flexural behavior of RC beams strengthened with steel-FRCM composite

  • Read more about Flexural behavior of RC beams strengthened with steel-FRCM composite

Loading rate effect on the debonding phenomenon in fiber reinforced cementitious matrix-concrete joints

  • Read more about Loading rate effect on the debonding phenomenon in fiber reinforced cementitious matrix-concrete joints

Destructive in situ tests on masonry arches strengthened with FRCM composite materials

  • Read more about Destructive in situ tests on masonry arches strengthened with FRCM composite materials

Confinement of masonry columns with steel and basalt FRCM composites

  • Read more about Confinement of masonry columns with steel and basalt FRCM composites

Confinement of clay masonry columns with SRG

  • Read more about Confinement of clay masonry columns with SRG

Bond of steel bars to masonry mortar joints: Test results and analytical modelling

  • Read more about Bond of steel bars to masonry mortar joints: Test results and analytical modelling

An investigation of the debonding mechanism between FRCM composites and a masonry Substrate

  • Read more about An investigation of the debonding mechanism between FRCM composites and a masonry Substrate

The effect of the shape of the cohesive material law on the stress transfer at the FRP-masonry interface

  • Read more about The effect of the shape of the cohesive material law on the stress transfer at the FRP-masonry interface

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Case School of Engineering
Campus Location:
Nord Hall
2095 Martin Luther King Jr Dr
Rm 500
Cleveland, OH 44106

Mailing Address:
10900 Euclid Ave.
Cleveland, Ohio 44106-7148

Phone: 216.368.4436

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