The Effect of Fiber Content on the Post-cracking Tensile Stiffness Capacity of R-UHPFRC
Concrete cracking can be controlled by adding fibers to concrete, with the expected desirable behavior under serviceability conditions due to narrower close space cracks compared to similar concrete without fibers. Using fibers to produce Ultra-High Perfo
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Pedro Serna Aitor Llano-Torre José R. Martí-Vargas Juan Navarro-Gregori Editors
Fibre Reinforced Concrete: Improvements and Innovations RILEM-fib International Symposium on FRC (BEFIB) in 2020
Fibre Reinforced Concrete: Improvements and Innovations
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Pedro Serna Aitor Llano-Torre José R. Martí-Vargas Juan Navarro-Gregori •
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Editors
Fibre Reinforced Concrete: Improvements and Innovations RILEM-fib International Symposium on FRC (BEFIB) in 2020
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Editors Pedro Serna ICITECH Universitat Politècnica de València Valencia, Spain
Aitor Llano-Torre ICITECH Universitat Politècnica de València Valencia, Spain
José R. Martí-Vargas ICITECH Universitat Politècnica de València Valencia, Spain
Juan Navarro-Gregori ICITECH Universitat Politècnica de València Valencia, Spain
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