TY - JOUR
T1 - Numerical simulation of elastic waves for visualization of defects
AU - Aggelis, D. G.
AU - Tsimpris, N.
AU - Chai, H. K.
AU - Shiotani, T.
AU - Kobayashi, Y.
PY - 2011/4/1
Y1 - 2011/4/1
N2 - Due to aging of civil infrastructure, non-destructive testing (NDT) is of continuously increasing significance. The ultimate aim is the detection of defects in the interior of a structure with the highest possible accuracy, in order to proceed to specific repair action. Pulse velocity tomography is a technique to visualize the interior. Using a number of pulsers and receivers for introduction and recording of the transient elastic wave at different points on the surface of a structure, a potentially dense network of interconnecting wave paths are examined as to their wave transit time. Each "cell" of the cross section is assigned a velocity value and the interior is visualized. However, the confirmation of the results is not always possible except for cases where the cracks are visible from the surface or in case specific model defects are placed during casting of specimens. In the present paper numerical simulations of wave propagation were conducted for different geometries. Different types of inhomogeneity were applied, such as voids, deteriorated zones, as well as steel reinforcing bars. The transit time information calculated in these cases, led to the corresponding tomograms. Based on the comparison between the actual geometry of the void and the tomograms, the accuracy of the technique is studied, as well as parameters to improve the testing, like applied excitation frequency and number of sensors.
AB - Due to aging of civil infrastructure, non-destructive testing (NDT) is of continuously increasing significance. The ultimate aim is the detection of defects in the interior of a structure with the highest possible accuracy, in order to proceed to specific repair action. Pulse velocity tomography is a technique to visualize the interior. Using a number of pulsers and receivers for introduction and recording of the transient elastic wave at different points on the surface of a structure, a potentially dense network of interconnecting wave paths are examined as to their wave transit time. Each "cell" of the cross section is assigned a velocity value and the interior is visualized. However, the confirmation of the results is not always possible except for cases where the cracks are visible from the surface or in case specific model defects are placed during casting of specimens. In the present paper numerical simulations of wave propagation were conducted for different geometries. Different types of inhomogeneity were applied, such as voids, deteriorated zones, as well as steel reinforcing bars. The transit time information calculated in these cases, led to the corresponding tomograms. Based on the comparison between the actual geometry of the void and the tomograms, the accuracy of the technique is studied, as well as parameters to improve the testing, like applied excitation frequency and number of sensors.
KW - Concrete
KW - Elastic waves
KW - Non-destructive testing
KW - Simulation
KW - Tomography
KW - Voids
UR - http://www.scopus.com/inward/record.url?scp=78650896349&partnerID=8YFLogxK
U2 - 10.1016/j.conbuildmat.2010.08.008
DO - 10.1016/j.conbuildmat.2010.08.008
M3 - Article
AN - SCOPUS:78650896349
VL - 25
SP - 1503
EP - 1512
JO - Construction and Building Materials
JF - Construction and Building Materials
SN - 0950-0618
IS - 4
ER -