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Title:Numerical simulation of the pile integrity test on defected piles
Authors:ID Ćosić, Mladen (Author)
ID Folić, Boris (Author)
ID Folić, Radomir (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder)
Files:.pdf Acta_geotechnica_Slovenica_2014_Cosic,_Folic,_Folic_Numerical_simulation_of_the_pile_integrity_test_on_defected_piles.pdf (769,91 KB)
MD5: 466316196CFCB4DD3E0FEC232BE2D3A8
PID: 20.500.12556/dkum/a83327a1-fabc-4eb4-b640-564740d4191b
 
URL http://fgserver3.fg.um.si/journal-ags/2014-2/article-1.asp
 
Language:English
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:This paper deals with the development of a discrete numerical 2D and 3D solid pile model with a discontinuity and defects to simulate non-destructive testing using the pile integrity test (PIT). The pile discontinuity and defects were modelled by reducing the specific finite elements and the elastic modulus of concrete. The wave-propagation response of the pile was analyzed based on a step-by-step numerical integration using the Hilber-Hughes-Taylor (HHT) method in the time domain. The concept of a system-response analysis was originally formulated based on the integration of individual reflectograms into a reflectogram surface, which is generated in a 3D cylindrical coordinate system. The use of reflectogram surfaces enables an understanding of wave propagation based on their velocity to a higher level than is usually the case with standard, one-dimensional reflectograms. Changes in the velocity responses on the reflectogram, shifting from a positive to a negative value, point to the locations of discontinuities and defects in the discrete 3D pile model, and there is a clear difference in the reflectograms, depending on the position of the measuring point. The study defines the typological models of the reflectogram: without discontinuities and defects, pile-head defect, defect in the middle of the pile length or a reduced modulus of elasticity in the middle of the pile length, pile-base defect or reduced modulus of elasticity in the pile-base zone and reduced modulus of elasticity in the pile-head zone.
Keywords:reflectogram surface, numerical pile model, solid finite elements
Publication status:Published
Publication version:Version of Record
Year of publishing:2014
Number of pages:str. 5-19
Numbering:Letn. 11, št. 2
PID:20.500.12556/DKUM-70819 New window
ISSN:1854-0171
UDC:624.131.35
ISSN on article:1854-0171
COBISS.SI-ID:281008384 New window
NUK URN:URN:SI:UM:DK:1ETJPQFA
Copyright:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
Publication date in DKUM:14.06.2018
Views:1249
Downloads:90
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Categories:Misc.
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Record is a part of a journal

Title:Acta geotechnica Slovenica
Shortened title:Acta geotech. Slov.
Publisher:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
ISSN:1854-0171
COBISS.SI-ID:215987712 New window

Secondary language

Language:Slovenian
Title:Numerična simulacija pit testa na poškodovanih pilotih
Abstract:V prispevku je prikazan in razvit diskretni numerični 2D in 3D trdninski model pilotov s prekinitvami in napakami, namenjen simulaciji ne-destruktivnega testiranja z uporabo PIT (pile integrity test). Modeliranje prekinitev in napak v pilotih je bilo izvedeno z redukcijo posebnih končnih elementov in modula elastičnosti betona. Analiza odgovora širjenja valov v pilotih je bila izvedena na podlagi postopne numerične integracije z uporabo metode Hilber-Hughes-Taylor v časovni domeni. Originalno je opredeljen koncept analize odgovora sistema z integracijo posameznih reflektogramov v ploskev reflektograma, ki je generirana v 3D cilindričnem koordinatnem sistemu. Z uporabo ploskev reflektograma je mogoče razumeti širjenje valov s pomočjo hitrosti, ki je na višjem nivoju kot je običajno za standardne, eno-dimenzionalne reflektograme. Spremembe odzivov hitrosti na reflektogramu, ki se spreminjajo iz pozitivne v negativno vrednosti, kažejo na lokacijo prekinitev in napak diskretnega 3D modela pilotov. Pri tem obstaja jasna razlika v reflektogramih v odvisnosti od položaja merilnega mesta. Študija definira tipološke modele reflektograma: pilot brez prekinitev in napak, napaka glave pilota, napaka v sredini dolžine pilota oziroma zmanjšani modul elastičnosti v sredini dolžine pilota, napaka noge pilota oziroma zmanjšani modul elastičnosti v območju noge pilota ter zmanjšani modul elastičnosti v območju glave pilota.
Keywords:ploskev reflektograma, numerični model pilota, trdninski končni elementi, piloti (gradbeništvo), geotehnika, numerična simulacija


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This document is a part of these collections:
  1. Acta geotechnica Slovenica

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