Results 21 to 30 of about 2,671,300 (345)

Results of the pull-out test.

open access: yes, 2023
Left, box plots representing the extraction force (which corresponds the maximal force recorded in Newton) of the pull-out test for Native, D1 and D2. Right, box plots representing the extraction energy (in Joules) of the pull-out test for Native, D1 and
Jean Boisson (5465162)   +5 more
core   +1 more source

Test-retest reliability of isometric mid-thigh pull maximum strength assessment: a systematic review [PDF]

open access: yes, 2021
The aim of this systematic review was to explore the test-retest reliability of isometric mid-thigh pull maximum strength assessment. We searched through five databases to find studies that examined the testretest reliability of peak force in the ...
Pedisic, Zeljko   +3 more
core   +1 more source

Recent Advances in Real-Time Load-Pull Systems [PDF]

open access: yes, 2008
In this paper, some of the latest advances in real-time load-pull technologies will be described. A recently introduced ultralow-loss directional coupler, which has been designed and realized by the authors, provides a number of advantages when used in ...
Ferrero, Andrea Pierenrico   +2 more
core   +1 more source

Discrete ply model of circular pull-through test of fasteners in laminates [PDF]

open access: yes, 2012
In aeronautical structures, assemblies with thin laminates are becoming increasingly usual, especially for fuselage design. In these structures, out-of-plane loads can appear in bolted joints and can lead to progressive punching of the fastener’s head in
Bouvet, Christophe   +4 more
core   +1 more source

A parametric analysis of damage evolution for pull-out of a rigid fiber from an elastomer matrix

open access: yesJournal of Materials Research and Technology, 2020
The structures composed by metal fiber and auxiliary elastomer are stretchable and have potential application under larger strain. Nowadays, interfacial failure is still the key problem affecting practicability of the structures.
Mengzhou Chang   +6 more
doaj   +1 more source

A Comprehensive Mixed-Mode Time-Domain Load- and Source-Pull Measurement System [PDF]

open access: yes, 2010
We present a novel test set devised for nonlinear balanced device characterization using load-pull techniques. The system is capable of measuring the voltage and current waveforms at the calibration reference planes while independently tuning the device ...
Ferrero, Andrea Pierenrico   +3 more
core   +1 more source

Experimental Study of Pull-Out Failure on Sanko Hammer Drive Anchor Using Cast in Place and Post-Installed Methods on Ready-mix Concrete with Quality of 25 Mpa

open access: yesJurnal Teknik Sipil dan Perencanaan, 2021
: Anchor serves to connect steel and concrete construction that can transfer steel pull-out load to concrete. Sanko hammer drive anchor usually has been available in the model of expansion that can be installed into concrete with cast in place and post ...
Henry Apriyatno   +2 more
doaj   +1 more source

Evaluation of Pull-out Resistance of Geo-grid in Soil by Pull-out Test

open access: yesProceedings of geotextile symposium, 1989
The most common test used to measure the interaction between soil and geo-grid is the pull-out test. The distribution of pull-out resistance of geo-grid in soil, however, is not uniform. The test results obtained with pull-out tests are affected considerably by the non-uniformity.This paper attempts to investigate a suitable method by which can obtain ...
Sakai, A.   +6 more
openaire   +3 more sources

Field Pull-Out Test and Analysis of Fiberglass Anchors in Sanshandao Gold Mine

open access: yesGeofluids, 2022
The Sanshandao gold mine is developed near the sea and has high-chloride ion content in the groundwater, resulting in serious corrosion of metal anchors and difficulty in maintaining metal anchors.
Qingbiao Wang   +7 more
doaj   +1 more source

Evaluation of Pull-out Resistance of Geomembrane in Soil by Pull-out Test

open access: yesProceedings of geotextile symposium, 1994
The profile section of geomembrane-lined reservoirs was the liner coming up from the bottom of the pit, covering the side slopes, then running over the top a short distance. With regard to the stability of the running over, at the case of geomembrance runout only and no ancher trench at all, an exact knowledge of the interaction between geomembrane and
Iwasaki, Komei, Hirai, Takao
openaire   +2 more sources

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