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Thermal fatigue test results in Fig. 11 observed higher flexure capacity for all LMM specimens as compared to freeze thaw cycles.
Their bottom flange had a higher depth by one inch to accommodate the additional longitudinal reinforcement required to increase the flexure capacity and ensure having a shear failure at the ultimate load.
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This paper presents the experimental study on shear-flexure capacity of composite slabs using HCU and concrete topping.
It is important to assess the shear capacity of RC beams, which are intended to be strengthened in flexure, and to ensure that the shear capacity exceeds the flexural capacity.
In this paper, an analysis procedure for flexural capacity and shear capacity of RC beams strengthened in flexure using CFS at high temperature is discussed and validated by test results from literatures.
Therefore, this paper provides results from several test programmes to support the view that in the presence of flexure, there will be an increase in the torsional moment capacity but the flexural capacity does not increase in the presence of torsion.
Flexure-based mechanisms are widely utilized in nano manipulations.
The specimen without SRA exhibited the best performance in almost all aspects of the mechanical behaviors in compression, fiber pullout, and biaxial flexure including load carrying capacity, strain capacity, and energy absorption capacity (pullout energy and toughness).
These include flexure, shear, lap-splice capacity, plastic hinge behavior, displacement capacity and jacket strain capacity associated with embedded bar buckling.
Additional FE analysis with 210 case studies validated the design equations for flexure and shear capacities.
Similar to the DI, the flexural toughness combines the change on both flexure strength and strain capacity due to the addition of MWCNTs.
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