Post-earthquake structural damage assessment in reinforced concrete (RC) structures is an important concern within civil infrastructure research. Traditional structural damage detection (SDD) methods and advanced machine learning techniques often struggle to locate and quantify minor damages, especially in moderately damaged RC structures post-earthquake. This dissertation explores the potential of distributed fiber optic sensing (DFOS) technologies, including optical frequency domain reflectometry (OFDR), which offers high-resolution and microstrain-level accuracy, as an alternative for assessing internal structural damage. DFOS technologies provide a promising solution to the limitations of existing SDD methods, particularly for assessing minor damage in RC structures following moderate earthquakes.
The primary research objectives of this dissertation are: 1) to improve DFOS measurement capabilities by establishing a comprehensive methodology for assessing the sensitivity and durability of fiber-optic sensors and by developing improved algorithms for more accurate damage detection (e.g. crack width measurement and plastic hinge formation and progression), and 2) to create innovative damage indices that correlate residual and peak seismic deformations that enable DFOS application to quantify damage in post-earthquake scenarios. Furthermore, these methodologies have been applied and evaluated across various structural components like RC beams, beam-column joints, and moment frames.
The dissertation initially addresses the limitations of existing SDD methods by developing improved DFOS measurement techniques. Tests on six RC specimens evaluated the effectiveness of OFDR strain sensing in detecting concrete cracking and steel reinforcement deformation. Various fiber-optic cables, differing in structure, sensitivity, and survivability, were embedded within the concrete and reinforcing bars. A novel deconvolution method was developed, enabling accurate crack width measurements and revealing intricate bond-slip relationships, thereby establishing a foundation for advanced structural assessments.
Subsequent experiments focused on an innovative beam-column connection subjected to quasi-static cyclic loading. This test explored the potential of OFDR to capture detailed mechanical behaviors, such as beam curvature and slot opening and closing, enhancing our understanding of RC structures under cyclic loading conditions. Innovative damage indices were derived from the DFOS data, correlating well with the observed structural behaviors and demonstrating the applicability of DFOS in assessing RC structural damage.
Further explorations involve a testing campaign on RC bridge arch rib specimens subjected to varied axial and cyclic lateral loads, which provided new insights into the progression of cracking and plastic hinge formation. The development of a new damage index that correlates residual and peak seismic deformations showed the potential of DFOS for post-earthquake damage assessment, particularly when continuous monitoring is not feasible.
Finally, comprehensive testing on a two-bay, two-story RC moment frame tests the applicability of OFDR in a more realistic scenario. In this test, DFOS sensors provided accurate strain measurements across low to moderate drift ratio levels, aligning closely with strain gauges installed on reinforcing bars while offering detailed insights into microcracking at minimal drifts. By analyzing data from cables positioned on both sides of the neutral axis in beams and columns, the DFOS system effectively delineate the locations and extents of significant cracks and areas undergoing plastic deformation, withi findings corroborating visually observed damage states. Moreover, internal crack locations and widths, measured through the DFOS deconvolution algorithm, corresponded closely with DIC measurements, revealing a higher quantity of smaller internal cracks compared to fewer, larger surface cracks identified by DIC. The distributed strain measurements enabled a precise classification of the frame into uncracked, cracked and plastic regions, pinpointing critical areas where extensive plastic damage accumulates. The experiment underscore the potential of post-earthquake residual DFOS strain measurements to determine local damage levels sustained during peak seismic events, suggesting the need for further research to develop robust assessment tools for post-earthquake scenarios. This advanced understanding significantly enhances our ability to evaluate the integrity of RC structures post-earthquake.
Overall, the findings from this research contribute new knowledge and new tools to improve the resilience of infrastructures against seismic threats, thereby supporting the goal of functional recovery in urban environments.