Sentence examples for width of flexural from inspiring English sources

Bonded width of flexural FRP laminate.

Also listed in Table 9, are the number of cracks and the maximum width of flexural and shear cracks.

Based on comparisons among various specifications and for reasons of convenience for engineers or designers, the provisions of ACI 318-14 are modified to control the width of flexural cracks in HSRC beam members.

Based on the comparisons among various specifications and for the convenience of engineers or designers, in this work, Eq. (9) that is recommended in ACI 318 is modified for control of the width of flexural cracks for HSRC beam members.

Since the average flexural crack width that is calculated using Eq. (18) is assumed to be in the concrete close to the tensile reinforcement, it can be used to calculate the average width of flexural cracks at the concrete surface by applying the strain gradient amplification coefficient β s, as defined in Eqs.

With respect to control of the width of a flexural crack, ACI 318 adopts the model of Frosch (1999) to calculate this width if the plane remains a plane while the member is stressed; reinforcement strain is distributed uniformly; the strain of the concrete is negligible and the crack width increases linearly with the distance to the neutral axis in the tension zone, as shown in Fig. 1.

For a vertical displacement of 150 mm and vertical load of about 34 kN, the width of the main flexural cracks was measured at about 8 mm.

To identify the allowable tensile stress corresponding to the residual maximum flexural crack width of a member, a ratio between the maximum flexural crack width at the peak deformation angle and residual maximum flexural crack width, n max, should be investigated in the experiment.

2, the thickness of the concrete cover significantly influences the flexural crack width of concrete.

Therefore, engineers or designers can calculate the maximum flexural crack width of a HSRC beam under the service loading according to ACI 318 (Eq. (26)).

To ensure the reparability of an HSRC beam member in a medium-magnitude earthquake, the residual maximum flexural crack width of a member following an earthquake does not exceed 0.4 mm based on the reference.