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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 on the “width and size effect” in the evaluation of the fracture energy of concrete

  • Read more about An investigation on the “width and size effect” in the evaluation of the fracture energy of concrete

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

An indirect method to calibrate the interfacial cohesive material law for FRCM-concrete joints

  • Read more about An indirect method to calibrate the interfacial cohesive material law for FRCM-concrete joints

A study of the compressive behavior of concrete columns confined with SRP jackets using digital image analysis

  • Read more about A study of the compressive behavior of concrete columns confined with SRP jackets using digital image analysis

State of the Art of Steel Reinforced Grout Applications to Strengthen Masonry Structures

  • Read more about State of the Art of Steel Reinforced Grout Applications to Strengthen Masonry Structures

Numerical modeling of FRP strips bonded to a masonry substrate

  • Read more about Numerical modeling of FRP strips bonded to a masonry substrate

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

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10900 Euclid Ave.
Cleveland, Ohio 44106-7148

Phone: 216.368.4436

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