A novel heterogeneous model of concrete for numerical modelling of ground penetrating radar

•Realistic GPR modelling of concrete was considered.•A novel numerical heterogeneous model of concrete was developed.•The algorithm of determining substitute values of material constants was presented.•Our approach was evaluated on a concrete laboratory specimen and concrete bridge. The ground penet...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Construction & building materials 2019-12, Vol.227, p.116703, Article 116703
Hauptverfasser: Lachowicz, Jacek, Rucka, Magdalena
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
Beschreibung
Zusammenfassung:•Realistic GPR modelling of concrete was considered.•A novel numerical heterogeneous model of concrete was developed.•The algorithm of determining substitute values of material constants was presented.•Our approach was evaluated on a concrete laboratory specimen and concrete bridge. The ground penetrating radar (GPR) method has increasingly been applied in the non-destructive testing of reinforced concrete structures. The most common approach to the modelling of radar waves is to consider concrete as a homogeneous material. This paper proposes a novel, heterogeneous, numerical model of concrete for exhaustive interpretation of GPR data. An algorithm for determining the substitute values of the material constants of concrete is developed, based on the modified complex refractive index method. Experimental surveys and numerical simulations are conducted on a concrete laboratory sample with a controlled degree of saturation, and on a real concrete slab with two different degrees of saturation. The results indicate that the proposed model is fully capable of realistic finite-difference time-domain modelling of concrete for ground penetrating radar diagnostics of civil engineering structures with changing water content.
ISSN:0950-0618
1879-0526
DOI:10.1016/j.conbuildmat.2019.116703