The parameters are obtained considering the tensile strength equal to 1.32 MPa, derived from the mean compressive strength presented in Table 3, and a partial safety factor equal to 1.00 is considered in all cases to obtain the shear strength based on the design codes expressions. Regarding the ...
Details of the database are provided in Table 1, while Table 2 presents the summary of the specimens in terms of the FRP type used and the beam section type. The database consists of specimens made of concrete compressive strength, fc, between 23 and 65 MPa, Shear design provisions and ...
The important specimen characteristics are given in Table 1. Specimens were identified by letters in the first series, by roman numerals in the second series, and by arabic numerals in the third series. The specimens were constructed with two studs on each flange of a section prepared by ...
First, direct shear tests of contact surfaces were performed to obtain the shear strength of soil-contact surfaces under different normal stress (100, 150, 200, 300 kPa). According to the results of the direct shear test, the experiment is classified into four groups, as shown in Table 1....
Table 1. Traditional shear formulae for several cross-sections The shear stiffness and the maximum shear stress predicted by commonly used formulae are accurate for thin-wall tubes but too small for thick-wall tubes. New formulae for the shear stiffness and the maximum shear stress are proposed...
Table1details the foundational attributes of the database encompassing 232 reinforced SFRC slender beams without web rebars that experienced shear failure. The distribution of steel fibers used in these beams is as follows: 61 beams utilized straight wire steel fiber, 65 beams employed deformed wire ...
Tensile strength in the parallel-to-grain direction of a timber product kt Coefficient applied to the head tensile plane kv Coefficient applied to the lateral shear planes m Slope of a linear fit passing through the origin of coordinates nef Effective number of fasteners nc Number of columns of...
Table 1. Mean bond strengths (MPa) of resilient lining materials bonded to PMMA and data on the type of bond failure. MaterialMean bond strength (MPa) (N = 5)Standard deviationType of failure (% Coh) Mo 1.134 0.150 100 GC 0.954 0.274 43 M 1.196 0.186 100 Mcc 1.740 0.032 100 Mo, ...
Table1details the foundational attributes of the database encompassing 232 reinforced SFRC slender beams without web rebars that experienced shear failure. The distribution of steel fibers used in these beams is as follows: 61 beams utilized straight wire steel fiber, 65 beams employed deformed wire ...
The constitution of the reaction solutions and the detailed orientation order parameter (f) are listed in Extended Data Table 1. Extended Data Fig. 6 Fracture behaviour of the SS-GO/clay/CNT nanocomposite films. a, A failure crack propagates almost in a straight line and perpendicular to the...