The load-bearing behaviour of a reinforced concrete beam investigated by optical measuring techniques

• Published in: Materials and structures 2021-06, Vol.54 (3), Article 102
• Main Authors: Hüsken, Götz, Pirskawetz, Stephan, Hofmann, Detlef, Basedau, Frank, Gründer, Klaus-Peter, Kadoke, Daniel
• Format: Article
• Language: English
• Subjects: Bend tests; Bragg gratings; Bridge decks; Bridge failure; Bridge loads; Building construction; Building Materials; Civil Engineering; Concrete; Concrete structures; Deformation; Digital imaging; Engineering; Failure modes; Girder bridges; Girders; Indication; Machines; Manufacturing; Materials Science; Model testing; Nondestructive testing; Optical fibers; Original Article; Processes; Reinforced concrete; Solid Mechanics; Stereophotogrammetry; Structural health monitoring; Structural members; T beams; Theoretical and Applied Mechanics; Transducers
• ISSN: 1359-5997; 1871-6873
• DOI: 10.1617/s11527-021-01699-6

Bending beams and slabs are typical examples for structural elements used for reinforced concrete structures such as bridge girders, T-beams and bridge decks. Their strength related failure modes at maximum loading can be divided into bending and shear failure. The failure of beams loaded in bending can occur with or without indication. Therefore, conventional design concepts aim on failure modes with sufficient indication (e.g. large deflections or cracks), as it occurs in the case of secondary flexural compression failure. These indicating factors can also be used for Structural Health Monitoring (SHM) of civil infrastructure systems (e.g. bridges) to identify structural changes. In this context, non-destructive testing (NDT) methods offer different techniques for measuring deflections or crack formation and opening. However, profound knowledge on the determining failure modes of bending beams and their detection by NDT methods is required for the reliable application of SHM. Different NDT methods have been used in this study for analysing the load-bearing behaviour of a reinforced concrete beam in bending. The different measuring techniques are briefly described and their applicability is discussed by means of experimental results. For this purpose, the load-bearing behaviour of a reinforced concrete beam having a span of 2.75 m was investigated in a four-point bending flexural test at laboratory scale. The focus is on the characterization of determining failure modes by optical NDT and the comparison with classical measuring techniques (e.g. deformation measurements by displacement transducers). The bending beam was equipped with two single-mode (SM) sensor fibres. One fibre served as Distributed Optical Fibre Sensor (DOFS), whereas the other fibre contained Fibre Bragg Grating (FBG) sensors. In addition, optical deformation measurements using Digital Image Correlation (DIC) and Stereophotogrammetry (SP) were conducted.