| Literature DB >> 12206221 |
Xiaodong Zeng1, Xiaoyi Bao, Chia Yee Chhoa, Theodore W Bremner, Anthony W Brown, Michael D DeMerchant, Graham Ferrier, Alexander L Kalamkarov, Anastasis V Georgiades.
Abstract
The strain measurement of a 1.65-m reinforced concrete beam by use of a distributed fiber strain sensor with a 50-cm spatial resolution and 5-cm readout resolution is reported. The strain-measurement accuracy is +/-15 microepsilon (microm/m) according to the system calibration in the laboratory environment with non-uniform-distributed strain and +/-5 microepsilon with uniform strain distribution. The strain distribution has been measured for one-point and two-point loading patterns for optical fibers embedded in pultruded glass fiber reinforced polymer (GFRP) rods and those bonded to steel reinforcing bars. In the one-point loading case, the strain deviations are +/-7 and +/-15 microepsilon for fibers embedded in the GFRP rods and fibers bonded to steel reinforcing bars, respectively, whereas the strain deviation is +/-20 microepsilon for the two-point loading case.Entities:
Year: 2002 PMID: 12206221 DOI: 10.1364/ao.41.005105
Source DB: PubMed Journal: Appl Opt ISSN: 1559-128X Impact factor: 1.980