Table 2.: Comparison of static shear strength in conventional FSSW and refill FSSW Tool rotational Speed (rpm)Static shear strength (N) Conventional FSSWRefill FSSW 90068507100 112063006540 140054005830 180041004270 Refill FSSW is suitable only for applications where loads equivalent to conventional FSSW ...
Fig. 10. Effect of interfacial shear strength on tensile strength of both CF/PA6 and CF/Epoxy based on GLS model. (Material constants except interfacial shear strength used in this calculation as shown in Table 4). View article Journal 2016, Composites Part B: EngineeringYan Ma, ... Hiroyuk...
Concrete is widely applied in structural engineering due to its high strength under compression, good fire resistance with poor heat conduction, good formability to different geometries, easy fabrication with local raw materials, and lower construction costs. However, it has weaknesses, including heavy ...
Current design provisions (ACI 318-14 2014; EC2 2004; CSA A23.3-04 2004; AASHTO-LRFD 2004; MC2010 2012) for reinforced concrete (RC) beam provide the minimum and maximum shear reinforcement as shown in Table 1. According to Section 9.6.3 of ACI 318-14 (2014), a minimum area of shea...
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 ...
Then, the load was sustained for a Table 1 Grades and configurations of the cross laminated timber (CLT) plates CLT category Lamination grade Lamination thickness (mm) SPF5-0.4 SPF3-0.4 No. 2/Stud/No. 2/Stud/No. 2 No. 2/Stud/No. 2 34/19/34/19/34 34/34/34 Lamination board ...
2. Furthermore, a list of earlier experimentation is presented in Table 1. In all, eight specimens with different hole diameters, rebar diameters, concrete strengths, and loading protocols demonstrated that the localized stress transfer around the rib hole yields almost identical behaviour in the ...
6. Model verification, applications to case studies, and discussion 7. Conclusions Author statement CRediT authorship contribution statement Declaration of Competing Interest Data availability ReferencesShow full outline Figures (12) Show 6 more figures Tables (2) Table 1 Table 2Engineering...
In addition, the yield strength of coated MGs is slightly lower than that of as-cast samples, as listed in Table 1. The strength reduction is in general proportional to the coating thickness. This is understandable considering the low strength of electroplated Cu-layer (100–150 MPa)37 ...
AISC provides published values for ASTM A325 and A490 structural bolts listed inSpecifications for Structural Steel Buildingsunder Table J3.2 (16.1-104, 13th Ed.) (16.1-120, 14th Ed.). Although, theStrength by Grade Charthas no shear strength information, it shows the strength requirements of ...