Add to ORKGIn the fib Model Code 2010 (MC2010), new provisions are given for calculating the ultimate limite state of fibre reinforced concrete elements. To assess the given design equations for the shear capacity of prestressed SFRC beams, the experimentally observed shear behaviour of long-span prestressed beams is compared with respect to the two analytical models provided in MC2010. Eventually, the feasibility of the models to predict the experimentally observed shear capacity is evaluated.In the fib Model Code 2010 (MC2010), new provisions are given for calculating the ultimate limite state of fibre reinforced concrete elements. To assess the given design equations for the shear capacity of prestressed SFRC beams, the experimentally observed shea...
Pretensioned precast concrete girders are mainly designed to resist high bending moments. Although l...
Although the use of Fibre Reinforced Concrete (FRC) for structural applications is continuously incr...
In the present work the predictive performance of the two approaches proposed by Model Code 2010 fo...
In the fib Model Code 2010 (MC2010), new provisions are given for calculating the ultimate limite st...
Recent developments and ongoing research in the field of steel fibre reinforced concrete (SFRC) have...
This paper describes the development of an integrated design approach for determining shear capacity...
Steel fiber addition in concrete is widely known to increase the non-flexural performance of concret...
Since its introduction, FRC has gained quite high attention from precast industry for the potential ...
In the fib Model Code for Concrete Structures 2010, fibre-reinforced concrete (FRC) is recognized as...
Adding steel fibers to concrete improves the capacity in tension-driven failure modes. An example is...
Fibre-reinforced concrete (FRC) without any traditional reinforcement is used particularly extensive...
Fibre-reinforced concrete (FRC) without any traditional reinforcement is used particularly extensive...
AbstractFinite element models are analyzed and validated with the experimental shear capacities of s...
This study reports the details of the finite element analysis of eleven shear critical partially pre...
Fibre reinforced concrete (FRC) is increasingly used for structural purposes owing to its many benef...
Pretensioned precast concrete girders are mainly designed to resist high bending moments. Although l...
Although the use of Fibre Reinforced Concrete (FRC) for structural applications is continuously incr...
In the present work the predictive performance of the two approaches proposed by Model Code 2010 fo...
In the fib Model Code 2010 (MC2010), new provisions are given for calculating the ultimate limite st...
Recent developments and ongoing research in the field of steel fibre reinforced concrete (SFRC) have...
This paper describes the development of an integrated design approach for determining shear capacity...
Steel fiber addition in concrete is widely known to increase the non-flexural performance of concret...
Since its introduction, FRC has gained quite high attention from precast industry for the potential ...
In the fib Model Code for Concrete Structures 2010, fibre-reinforced concrete (FRC) is recognized as...
Adding steel fibers to concrete improves the capacity in tension-driven failure modes. An example is...
Fibre-reinforced concrete (FRC) without any traditional reinforcement is used particularly extensive...
Fibre-reinforced concrete (FRC) without any traditional reinforcement is used particularly extensive...
AbstractFinite element models are analyzed and validated with the experimental shear capacities of s...
This study reports the details of the finite element analysis of eleven shear critical partially pre...
Fibre reinforced concrete (FRC) is increasingly used for structural purposes owing to its many benef...
Pretensioned precast concrete girders are mainly designed to resist high bending moments. Although l...
Although the use of Fibre Reinforced Concrete (FRC) for structural applications is continuously incr...
In the present work the predictive performance of the two approaches proposed by Model Code 2010 fo...