Characterizing the behavior of geogrid-reinforced crushed limestone base materials using monotonic and cyclic load tests

1992 ◽  
Vol 17 (5) ◽  
pp. 550-552 ◽  
Author(s):  
D. BHATIA ◽  
K. E. TANNER ◽  
W. BONFIELD ◽  
N. D. CITRON

The effects of different thicknesses and configurations of core sutures were studied in human cadaveric flexor tendon repairs. Both straight and cyclic load tests were employed. To exploit the full strength of 4/0 suture material, the Kessler repair using four locked single knots would seem to be appropriate.


2019 ◽  
Vol 195 ◽  
pp. 682-694 ◽  
Author(s):  
Chao Liu ◽  
Jincheng Fan ◽  
Guoliang Bai ◽  
Zonggang Quan ◽  
Guangming Fu ◽  
...  

2008 ◽  
Vol 30 (4) ◽  
pp. 1014-1023 ◽  
Author(s):  
Weichen Xue ◽  
Liang Li ◽  
Bin Cheng ◽  
Jie Li

1996 ◽  
Vol 12 (1) ◽  
pp. 1-12 ◽  
Author(s):  
Helmut Krawinkler

In order to utilize results obtained from quasi-static cyclic load tests on structural components for a general performance evaluation, the need exists to establish loading histories that capture critical issues of component capacity as well as seismic demands. In inelastic seismic problems capacity and demands cannot be separated since one may strongly depend on the other. Because of cumulative damage issues the capacity depends on the number of inelastic excursions and the magnitude of each excursion (not just the largest one). These two parameters depend on the frequency content of the ground motion, the period(s) of the structure, and the strength and inelastic deformation characteristics of the structure. The paper presents procedures how these characteristics can be considered in the selection of suitable loading histories.


2012 ◽  
Vol 204-208 ◽  
pp. 751-754
Author(s):  
Feng Wang ◽  
Ji Feng Liang ◽  
Guo Bao

In geogrid-reinforced and pile-supported composite foundations, the piles, grids and soil compose a complex system in which the three parties perform in coordination to bear the loads. The service behavior and functional mechanism of the geogrids are explored through static and cyclic load tests.


Author(s):  
Aran van Belkom ◽  
Matthias Pittrich ◽  
Vit Lojda

Before a new type of railway sleeper can be used in track, standardised laboratory tests must be carried out to determine its suitability. In addition to static load tests, assessments usually include cyclic load tests consisting of millions of load cycles, representing passing trains during the sleeper’s service life. In these laboratory tests, the loading cycles are applied continuously without resting periods to condense the test time. Traditional sleeper materials (timber, concrete) possess elastic properties for which such testing is appropriate. However, polymer sleepers exhibit viscoelastic properties, such as creep, a loading rate-dependent stiffness and heating due to non-linearity of the stress-strain curve. Subjecting polymer sleepers to continuous cyclic load tests with a load frequency reflecting permissible track speed can cause the sleeper to heat up. Intermittent testing with pauses between numbers of load cycles is proposed in this paper as a possible solution. The aim is to propose a laboratory loading procedure that adopts a traffic-resembling load of a railway line, considering an effective compromise between polymer visco-elastic behaviour and time consumption of the laboratory tests. The loading frequency is kept at the desired strain rate for track evaluation, giving a representative sleeper stiffness and strength assessment. Exemplary tests with varying test arrangements and loading procedures were performed to quantify the effects of intermittent loading in comparison with continuous loading. The proposed method eliminated most of the test-induced creep and heat accumulation, resulting in a more representative stiffness and strength assessment, which justifies the proposed intermittent testing for polymer sleepers. The proposed intermittent procedure is an optional test regime in ISO 12856-2 for polymer sleeper testing.


Author(s):  
M Baca ◽  
Z Muszynski ◽  
J Rybak ◽  
T Zyrek ◽  
A Tamrazyan
Keyword(s):  

Sign in / Sign up

Export Citation Format

Share Document