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The optimum fiber-factor is dependent on many parameters such as the desired minimum and maximum shear capacities, the required degree of workability to cast full-scale beams, compressive strength of concrete and mode of failure based on a/d-ratio.
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The maximum shear capacity carried by concrete was computed using Eqs.
The method determines the maximum shear capacity based on the lower bound theory of plastic design.
The PSFC I-Beams were placed in a vertical loading system at the University of Houston and were subjected to vertical load up to their maximum shear capacity, until failure.
The girders were subjected to vertical loading up to their maximum shear capacity in a specially built steel loading frame (Fig. 4).
Furthermore, a simple analytical method is proposed to estimate the maximum shear capacity of masonry infilled steel frames with window and door openings.
Thereby, the maximum shear capacity is mainly affected by the aggregate interlock mechanism, the dowel action of longitudinal reinforcement, the restraining action of stressed reinforcement crossing the crack interface and the possible presence of stirrups.
Second, according to Reineck et al. (2014), code provisions for shear capacity of RC beams with shear reinforcement have been primarily derived from test data with respect to the required amount of shear reinforcement and the calculation of maximum shear capacity.
Analytical model of the tensional behaviour of the steel fibrous concrete, calculations of the shear stresses at the first flexural cracking, at the onset of the shear cracking and at the maximum shear capacity, along with the predictions of the potential failure mode of the beams are also included.
According to Hegger et al. (2006), this equation significantly overestimates the maximum punching shear capacity for higher concrete classes.
The beams were subjected to concentrated vertical loads up to their maximum shear or moment capacity.
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