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Numerical simulation of a ground anchor pullout test monitored with fiber optic sensors
ID
Fabris, Carla
(
Author
),
ID
Schweiger, Helmut F.
(
Author
),
ID
Pulko, Boštjan
(
Author
),
ID
Woschitz, Helmut
(
Author
),
ID
Račanský, Václav
(
Author
)
URL - Source URL, Visit
https://doi.org/10.1061/(ASCE)GT.1943-5606.0002442
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Abstract
This paper presents a comprehensive study of the load transfer mechanism of a soil anchor during pullout test. The anchor was monitored with fiber optic sensors installed along the tendon and embedded in the grout, which enabled continuous measurements of strains with a spatial resolution of about 10 mm. The measured strain profile along the tendon indicates that the load is not transferred from the tendon to the grout at the same rate along the fixed length. Crack development was verified by measured peaks along the longitudinal strain profile. The in situ measurements were compared with results from finite-element simulations contributing to the interpretation of the in situ results. The load displacement curves and strain distributions obtained with the numerical simulations compare well with measurements. The constitutive model selected for the grout is capable of reproducing the crack development and the numerical simulations suggest that debonding occurred during the anchor pullout test.
Language:
English
Keywords:
civil engineering
,
numerical simulations
,
geotechnical engineering
,
ground anchors
,
pullout test
,
optical fiber sensors
Work type:
Scientific work
Typology:
1.01 - Original Scientific Article
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publication status:
Published
Publication version:
Author Accepted Manuscript
Year:
2020
Number of pages:
Str. 1-10
Numbering:
letn. 147, Št. 2/04020163 (1-10)
PID:
20.500.12556/RUL-125095
UDC:
624.1
ISSN on article:
1090-0241
DOI:
10.1061/(ASCE)GT.1943-5606.0002442
COBISS.SI-ID:
40033795
Publication date in RUL:
04.03.2021
Views:
2182
Downloads:
128
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Record is a part of a journal
Title:
Journal of geotechnical and geoenvironmental engineering
Shortened title:
J. geotech. geoenviron. eng.
Publisher:
American Society of Civil Engineers
ISSN:
1090-0241
COBISS.SI-ID:
17224453
Licences
License:
CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:
http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:
The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:
04.03.2021
Secondary language
Language:
Slovenian
Keywords:
gradbeništvo
,
geotehnika
,
numerične analize
,
geotehnična sidra
,
izvlečni preiskus
,
meritve z optičnimi vlakni
Projects
Funder:
ARRS - Slovenian Research Agency
Project number:
BI-AT/18-19-028
Name:
Analiza napetostnega in deformacijskega stanja prednapetih geotehničnih sider
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