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<metadata xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/"><dc:title>Numerical simulation of the pile integrity test on defected piles</dc:title><dc:creator>Ćosić,	Mladen	(Avtor)
	</dc:creator><dc:creator>Folić,	Boris	(Avtor)
	</dc:creator><dc:creator>Folić,	Radomir	(Avtor)
	</dc:creator><dc:creator>,	Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru	(Lastnik avtorskih pravic)
	</dc:creator><dc:subject>reflectogram surface</dc:subject><dc:subject>numerical pile model</dc:subject><dc:subject>solid finite elements</dc:subject><dc:description>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.</dc:description><dc:date>2014</dc:date><dc:date>2018-06-14 11:49:43</dc:date><dc:type>Znanstveno delo</dc:type><dc:identifier>70819</dc:identifier><dc:identifier>ISSN: 1854-0171</dc:identifier><dc:identifier>UDK: 624.131.35</dc:identifier><dc:identifier>OceCobissID: 215987712</dc:identifier><dc:identifier>COBISS_ID: 281008384</dc:identifier><dc:identifier>ISSN pri članku: 1854-0171</dc:identifier><dc:identifier>NUK URN: URN:SI:UM:DK:1ETJPQFA</dc:identifier><dc:language>sl</dc:language><dc:rights>Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru</dc:rights></metadata>
