Ultra-high Performance Fibre-Reinforced Concrete (UHPFRC) has emerged as a fruitful result of research efforts based on three main ideas: strength and compactness improvement of cement materials by intense reduction of the water to binder ratio; efficient use of fibers to provide post-cracking tensile capacity and pseudo-ductility; and reduction of...
Ultra-high Performance Fibre-Reinforced Concrete (UHPFRC) has emerged as a fruitful result of research efforts based on three main ideas: strength and compactness improvement of cement materials by intense reduction of the water to binder ratio; efficient use of fibers to provide post-cracking tensile capacity and pseudo-ductility; and reduction of...
Ultra-high Performance Fibre-Reinforced Concrete (UHPFRC) has emerged as a fruitful result of research efforts based on three main ideas: strength and compactness improvement of cement materials by intense reduction of the water to binder ratio; efficient use of fibers to provide post-cracking tensile capacity and pseudo-ductility; and reduction of...
Ultra-high Performance Fibre-Reinforced Concrete (UHPFRC) has emerged as a fruitful result of research efforts based on three main ideas: strength and compactness improvement of cement materials by intense reduction of the water to binder ratio; efficient use of fibers to provide post-cracking tensile capacity and pseudo-ductility; and reduction of...
The case study of the fatigue safety examination of the 120 years old steel riveted bridge carrying a single railway track on two main girders is presented. The overall assessment according to the Swiss Standard SIA 269 for existing structures indicated sufficient resistance at Ultimate Limit State but not at FatigueLimit State, and the replacement...
The case study of the fatigue safety examination of the 120 years old steel riveted bridge carrying a single railway track on two main girders is presented. The overall assessment according to the Swiss Standard SIA 269 for existing structures indicated sufficient resistance at Ultimate Limit State but not at FatigueLimit State, and the replacement...
The case study of the fatigue safety examination of the 120 years old steel riveted bridge carrying a single railway track on two main girders is presented. The overall assessment according to the Swiss Standard SIA 269 for existing structures indicated sufficient resistance at Ultimate Limit State but not at FatigueLimit State, and the replacement...
The case study of the fatigue safety examination of the 120 years old steel riveted bridge carrying a single railway track on two main girders is presented. The overall assessment according to the Swiss Standard SIA 269 for existing structures indicated sufficient resistance at Ultimate Limit State but not at FatigueLimit State, and the replacement...
15 th International Symposium on Heavy Vehicule Transport Technology : HVTT 15, ROTTERDAM, PAYS-BAS, 02-/10/2018 - 05/10/2018
15 th International Symposium on Heavy Vehicule Transport Technology : HVTT 15, ROTTERDAM, PAYS-BAS, 02-/10/2018 - 05/10/2018
