Results 31 to 40 of about 1,622,252 (341)

Static Strength of Friction-Type High-Strength Bolted T-Stub Connections under Shear and Compression

open access: yesApplied Sciences, 2020
The friction-type high-strength bolted (FHSB) T-stub connection has been widely used in steel structures, due to their good fatigue resistance and ease of installation.
Gangnian Xu   +4 more
doaj   +1 more source

RELATION BETWEEN STANDERD PENETRATION TEST AND SKIN RESISTANCE OF DRIVEN CONCRETE PILE IN OVER CONSOLIDATED CLAY SOIL

open access: yesJournal of Engineering, 2011
In this research the relation between skin resistances and standard penetration test of over consolidated clay soils has been studied. The research includes doing boreholes at Babil governorate in Iraq to get undisturbed samples and standard penetration
Zuhair Kadhim Jahan Ger
doaj   +1 more source

Application of Friction Shear Test for Constitutive Modeling Evaluation of Magnesium Alloy AZ31B at high Temperature [PDF]

open access: yes, 2020
The experimental determination of the flow stress and its mathematical formulation are essential for the numerical simulation of metal forming processes.
Gensch, Felix   +2 more
core   +1 more source

Experimental discrimination of plowing friction and shear friction

open access: yesTribology Letters, 2006
The friction experienced by a hard indenter plowing through a relatively soft material consists of two contributions. The plastic deformation of the soft specimen yields a plowing friction component while the shear forces at the area of contact yield shear friction [1–3].
Kamminga, J.D. (author)   +1 more
openaire   +3 more sources

Derivation of the Coefficients in the Coulomb Constant Shear Friction Law from Experimental Data on the Extrusion of a Material into V-Shaped Channels with Different Convergence Angles: New Method and Algorithm

open access: yesMetals, 2022
The combined Coulomb constant shear friction law is widely used in commercial and research software for the finite-element analysis (FEA) of metalworking and is naturally more flexible and hence, more relevant to real-life manufacturing than the ...
Igor Bobrovskij   +4 more
doaj   +1 more source

Continuum approach to wide shear zones in quasi-static granular matter [PDF]

open access: yes, 2005
Slow and dense granular flows often exhibit narrow shear bands, making them ill-suited for a continuum description. However, smooth granular flows have been shown to occur in specific geometries such as linear shear in the absence of gravity, slow ...
G. Astarita   +7 more
core   +4 more sources

Thermodynamics and kinetics of boundary friction [PDF]

open access: yes, 2011
A deterministic theory describing the behavior of an ultrathin lubricant film between two atomically-smooth solid surfaces is proposed. For the description of lubricant state the parameter of excess volume arising due to chaotization of solid medium ...
A.V. Khomenko   +41 more
core   +3 more sources

Slip boundary conditions for shear flow of polymer melts past atomically flat surfaces [PDF]

open access: yes, 2008
Molecular dynamics simulations are carried out to investigate the dynamic behavior of the slip length in thin polymer films confined between atomically smooth thermal surfaces.
Anoosheh Niavarani   +7 more
core   +3 more sources

Three-Dimensional Combined Finite-Discrete Element Modeling of Shear Fracture Process in Direct Shearing of Rough Concrete–Rock Joints

open access: yesApplied Sciences, 2020
A three-dimensional combined finite-discrete element element method (FDEM), parallelized by a general-purpose graphic-processing-unit (GPGPU), was applied to identify the fracture process of rough concrete–rock joints under direct shearing.
Gyeongjo Min   +7 more
doaj   +1 more source

Method of calculating shear strength of rock mass joint surface considering cyclic shear degradation

open access: yesScientific Reports, 2022
When a rock mass shears along a joint surface, the shear resistance is affected by joint surface undulations and friction between the contact regions.
Shan Dong   +4 more
doaj   +1 more source

Home - About - Disclaimer - Privacy