Sentence examples for minimum shear strength from inspiring English sources

Meanwhile, its minimum shear strength will be reached at the 0 degrees loading direction, and the maximum shear strength will be obtained when the loading direction is 45 degrees.

Hence, based on the limited work, the authors suggest an optum fiber factor of 0.40 for minimum shear strength and a fiber-factor of 1.225 for maximum shear strength based on workability and constructibility requirements in PC beams made with high strength concrete.

Based on the results of this limited study, the authors suggest an optum fiber factor of 0.40 for minimum shear strength and a fiber-factor of 1.225 for maximum shear strength based on workability and constructibility requirements in PC beams made with high strength concrete.

However, there is no clear consensus regarding what the minimum shear bond strength should be, with some reports suggesting a range of 13 21 MPa [38] and others 6 8 MPa [39].

In addition, provided that the amount of shear reinforcement decreases about 37.5 % regarding the minimum shear reinforcement, deterioration of the shear strength was in about 2.6%%.

The ideal shear strength is the minimum stress needed to plastically deform a defect free crystal; it is of engineering interest since it sets the upper bound of the strength of a real crystal and connects to the nucleation of dislocations.

Current design codes for reinforced concrete (RC) beams (ACI 318-14 2015; EC2 2004; CSA A23.3-04 2004; AASHTO-LRFD 2004; MC2010 2012) requires a minimum shear reinforcement in beams to ensure adequate reserve shear strength and to prevent possible sudden shear failure, when the factored shear force (V u ) exceeds 0.5ϕV c.

This study aims to investigate the feasibility of eliminating the minimum shear reinforcement in reinforced sustainable high-strength concrete (HSC) beams by incorporating 0.75% (by volume) of hooked steel fibers.

The amount of shear wall area as a percentage of the floor plan area is derived by an upper-bound calculation of the total design base shear and a lower-bound calculation of shear strength of shear walls containing minimum steel percentage.

Test results show that the void ratio, volumetric frozen water content, shear strength, and shear wave velocity are at a minimum near a silt fraction of 30%.

The FRC specimens with combined steel and polypropylene fibers of minimum volume fraction of 0.5% in the concrete reached the same shear strength as RC specimen in the absence of shear stirrups.