Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
AbstractA theoretical method to predict the loading capacity and fracture resistance of FRP reinforced concrete flexural beams is developed. No slip between FRP rods and plain concrete matrix is assumed and only Mode I fracture propagation is considered. The model is valid for any crack length and for any span-to-depth ratio larger than 2.5. The influence of the bridging stresses provided by the fracture process zone at the tip of fictitious fracture is examined. The numerical results are compared with existing experimental results which were obtained for steel reinforcement.
AbstractA theoretical method to predict the loading capacity and fracture resistance of FRP reinforced concrete flexural beams is developed. No slip between FRP rods and plain concrete matrix is assumed and only Mode I fracture propagation is considered. The model is valid for any crack length and for any span-to-depth ratio larger than 2.5. The influence of the bridging stresses provided by the fracture process zone at the tip of fictitious fracture is examined. The numerical results are compared with existing experimental results which were obtained for steel reinforcement.
Strength and fracture resistance of FRP reinforced concrete flexural members
Cement and Concrete Composites ; 25 ; 253-261
08.03.2002
9 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Strength and fracture resistance of FRP reinforced concrete flexural members
| Online Contents | 2003
Size Effect on Flexural Compressive Strength of Reinforced Concrete Flexural Members
| British Library Conference Proceedings | 2004
High-Strength Flexural Reinforcement in Reinforced Concrete Flexural Members under Monotonic Loading
| Online Contents | 2015
Flexural Strength Enhancement of Polypropylene Fiber-Reinforced Concrete Members
| Springer Verlag | 2021
Cyclic Behavior of Reinforced Concrete Flexural Members Using High-Strength Flexural Reinforcement
| Online Contents | 2014