Results 21 to 30 of about 92,144 (264)
Advanced Design of Block Shear Failure [PDF]
This paper presents the behaviour and design procedure of bolted connections which tend to be sensitive to block shear failure. The finite element method is employed to examine the block shear failure. The research-oriented finite element method (RFEM) model is validated with the results of experimental tests.
Marta Kuříková +3 more
openaire +2 more sources
An Experimental Study on Mechanical Behavior of Parallel Joint Specimens under Compression Shear
In order to investigate the influence of the joint on the failure mode, peak shear strength, and shear stress-strain curve of rock mass, the compression shear test loading on the parallel jointed specimens was carried out, and the acoustic emission ...
Fei Wang +4 more
doaj +1 more source
To study the influence of asperity angle and normal stiffness on the shear mechanical properties of the structural plane, a direct shear test of the artificial structural plane with constant normal stiffness (CNS) was carried out using the self-developed
Feng JIAO +5 more
doaj +1 more source
An evaluation of the shear strength demand for reinforced concrete beams
This paper evaluates the shear strength demand of reinforced concrete beams, defined as the shear capacity required to avoid shear failure and remain within the flexural failure.
Ikhwan Said +2 more
doaj +1 more source
As a result of the 2017 Pohang earthquake, numerous piloti-type structures incurred damage, and the cause was attributed to the wide spacing of transverse reinforcement. Improper spacing of transverse reinforcement can lead to brittle failure of columns,
Hak-Jong Chang +3 more
doaj +1 more source
Collapse Time of Reinforced Concrete Buildings with Brittle Columns
Buildings with brittle columns are in danger of gravity load collapse and may be hazardous in the event of future earthquakes. To plan for building evacuation, the time required for such buildings to collapse must be known.
Takaya Nakamura, Manabu Yoshimura
doaj +1 more source
Shear Mechanical Properties of Bolt-Grout Interface under Different Bolt Surface Profiles
The shear behavior of the Bolt-Grout interface has a significant effect on the stability of a bolting system. In this paper, a series of shear tests were conducted on Bolt-Grout interfaces, and the effects of rib spacing, rib angles, and normal stress on
Zhaoyun Zhang +7 more
doaj +1 more source
Inversion analysis of M-C criterion parameters of rock based on uniaxial shearing failure
Based on different shear failure modes in rock uniaxial compression tests, the relationship among the uniaxial compressive strength, cohesion and internal friction angle is deduced by using the limit analysis method.
YANG Ren-shu 1, 2, CHEN Jun 1, FANG Shi-zheng 1, HOU Li-dong 1, 3, CHEN Shuai-zhi 1
doaj +1 more source
Degradation mechanism of the von Willebrand factor A2 domain by nattokinase
Nattokinase, a natto‐derived protease, exhibits potent antithrombotic effects. This study demonstrates that nattokinase directly cleaves the von Willebrand factor (vWF) A2 domain in vitro. Unlike the native regulator ADAMTS13, nattokinase degrades folded vWF independently of shear stress.
Ryuichi Hyakumoto +3 more
wiley +1 more source
Protocol for quantifying miRNA trafficking across the endosomal membrane
An in vitro protocol measures miRNA uptake into endosomes isolated from mammalian cell extracts, which are free of subcellular contaminants. Performed at 37 °C in the presence of ATP, it ensures the import of single‐stranded miRNA into the endosomal lumen.
Syamantak Ghosh +2 more
wiley +1 more source

