Innovations in Building Diagnostics and Condition Monitoring: A Comprehensive Review of Infrared Thermography Applications
Abstract
:1. Introduction
2. Methods
3. Background
3.1. Basics of Infrared Thermography
3.2. Principles of IRT
3.3. Condition Monitoring
3.4. Applications in IRT in Building Diagnostics
4. Results
5. Discussion
6. Future Trends
7. Conclusions
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Approaches | Techniques | Excitation | Advantages | Disadvantages |
---|---|---|---|---|
Passive | - | Solar natural cycle | No external excitation source; lower equipment complexity; safe for both operator and object under inspection; can be used for continuous monitoring | Dependence on ambient conditions; ineffectiveness on non-emissive materials; slower inspection times; lower sensitivity to subsurface defects; limited detection depth. |
Active | Pulsed | Pulse | Simple heating mode; fast inspection time; high power energy; beneficial for flat defects | Affected by non-uniform heating; inversion techniques are complex; not suitable for the inspection of complex structural components; detection depth is limited. |
Lock-in | Modulated | Little impact of non-uniform heating, environmental reflections, emissivity variations, and nonplanar surfaces; low power thermal waves; depth inversion is straightforward. | Requires a test for every inspected depth; long heating time; varied optimal frequency according to material properties and defect depths; affected by blind frequency and low frequency. |
Researchers | IR Camera Characteristics | Year | Data Analysis | Main Findings | Aim |
---|---|---|---|---|---|
D.J. Titman [60] | Portable thermal imagers | 2001 | Locating anomalies in thermal insulation, detecting structural issues | Valuable NDT&E technique for assessing structural conditions | Promote thermography’s diverse applications in civil engineering while examining its pros and cons in different situations. |
S.M. Ocaña et al. [157] | 640 × 480 px. res, 1.3 mrad, FoV 24° × 18°/0.3 m | 2003 | Comparison of the thermal performance of two buildings in two separate inspections: one in the late evening and the other in the early morning | The novel method encloses several strengths including low cost, automation, flexibility, accuracy, and reliability, and it is also scalable. Its challenge is to extrapolate this process to images captured from a robotic aerial system so that the thermographic information of the most remote parts of the building can be also obtained | Assess the usefulness of IRT as a technique for detecting the thermal performance of buildings in rural areas of Spain. |
Carosena Meola et al. [158] | 136 × 272 px. at 12 bit res., 8–12 m spectral range | 2004 | Limitation in detection of defects in composites by IRT | LT allows for better defect detection. The contrast decreases with decreasing the defect size and with increasing the depth | Study how factors like diameter, depth, and thickness affect defect visibility in carbon/epoxy and glass/epoxy composites using IRT. |
Laurent Zalewski et al. [159] | 8–13.5 spectral range, 320 × 240 px. res., −20 to +60 °C temperture range, 0.4 mrad | 2008 | Development of a simple accurate three- dimensional numerical method that could be used for the design of specific installations and parametric studies | IRT located moisture problems, mortar disaggregation, bricks cracking and problems in the adherence between the two materials. Useful in the detection of different materials, for example, areas with repaired mortar different than the original one | Establish and improve reliable models for understanding thermal bridges within a wall involving a metal frame, insulating materials, and air gaps. The ultimate goal is to reduce the impact of thermal bridges through parametric studies. |
W.L. Lai et al. [160] | 320 × 240 px. res., 3.6–5 m spectral range, 1 mrad, <0.1 °C at 30 °C temperature resolution | 2009 | Durability assessment using IRT of the effects of exposing CFRP. concrete beams to elevated water temperatures | High water temperatures cause deterioration of the adhesive bonding Layer of CFRP-concrete composites due to disruption of the polymer matrix chains of the epoxy resin | Examine the durability of externally-bonded CFRP-concrete beams under varying water temperatures. The research aims to assess how temperature exposure affects the adhesive bonding layer and failure modes. |
D.G. Aggelis et al. [161] | 320 × 240 px. res, uncooled microbolometer detector, 7.5–13 m spectral range | 2010 | Subsurface damage characterization of concrete structures using a combination of IRT and ULT | Vertical cracking is typically of a very thin shape; thus, the IR camera is required to have a high thermal sensitivity ULT enables the characterization of the depth of the crack in more detail | Evaluate the effect of subsurface cracks on steel fiber-reinforced concrete using IRT and elastic wave measurements. |
Jeff R. Brown and H.R. Hamilton [162] | 320 × 240 px. res., uncooled microbolometer detector, 8–12 m spectral range | 2010 | Characterization of FRP applied to concrete using single pixel analysis | Effective method for minimizing the effects of non-uniform heating and establishing the relative depth of fabricated defects of the fiber-reinforced polymer/concrete interface | Assess the feasibility of using IRT as a non-destructive evaluation tool for identifying and characterizing defects in FRP composites bonded to concrete. |
F. Cerdeira et al. [134] | - | 2010 | Feasibility of IRT in identifying defects in the concrete used to stack the stone panels | IRT has proven to be a suitable nondestructive technique for identifying defects in the cement wash on a wall, such as the lack of adherence of the stone panels. On the contrary, IRT provides reliable results when the panels are thinner than 30 mm | Explore the feasibility of using IRT to non-destructively inspect building facades and detect wall surface defects under specific thermal conditions. |
Paris A. Fokaides and Soteris A. Kalogirou [163] | 7.5–13 spectral range, 320 × 240 px. res, FoV 25° × 19°/0.4 (m), 50 mK thermal sensitivity | 2011 | Determination of the overall heat transfer coefficient (U-value) in building envelopes | 10–20% absolute deviation between the notional and the measured U-values | Determine the U-Value of typical building constructions in Cyprus using IR thermography and validate the results against relevant standards and other measurement techniques. |
I. Martinez et al. [164] | Uncooled focal plane array (UFPA) detector, 8–13 spectral range, 320 × 240 px. res, 50 mK thermal sensitivity | 2011 | Physicochemical characterization of the original mortar used during the construction of the bell gable of a church built in 1672 | Daybreak inspection of buildings whose walls are not structural and with a short thickness, i.e., modern buildings, provides more information. The inspection of traditional buildings should be preferred to be conducted during the evening | Assess the level of deterioration and the physico-chemical properties of the existing mortar, including its binder type, hydraulicity, and carbonation degree. This evaluation will inform the appropriate choice of retrofitting material. |
Francesco Asdrubali et al. [165] | 320 × 240 px. res., microbolometer without cooling detector, 7.5–13 μm spectral range | 2012 | Development of a methodology that expresses the thermal bridge effect on building envelopes, using only the information captured from thermographic surveys and the subsequent analytical processing | Verification of the incidence factor of the thermal bridge though laboratory thermographic investigation | Evaluate the effect of thermal bridges on the global dispersions of buildings, and develop a quantitative factor for the purpose. |
Janet F.C. Sham et al. [166] | ±2 °C accuracy, 0.08 °C thermal sensitivity | 2012 | Assessment of continuous surface temperature monitoring technique for investigation of nocturnal sensible heat-release characteristics by building fabrics | Verification that sensible heat release estimated by continuous surface temperature monitoring technique is consistent with sensible heat calculated using the traditional internal energy equation. IRT is a reliable tool that can be employed for verification purposes | Study building materials’ energy release during cooling to reduce urban heat island effects. |
W.L. Lai et al. [167] | 320 × 240 px. res., 3.5–5 m spectral range, 1 mrad, <0.1 °C at 30 °C temperature resolution | 2013 | Durability assessment of FRP. concrete beams using IRT and quasi-static direct shear test for monitoring the intermediate cracking processes | The adhesive bonds are weakened at elevated temperatures due to the heat distortion temperature of the epoxy resin reached during the exposure making the interfacial bonds more vulnerable | Introduce a new method using direct shear testing and IRT to analyze the intermediate state of CFRP-concrete composites during shear loading, focusing on the impact of water intrusion and elevated temperatures on IC debonding. |
D. González - Aguilera et al. [168] | UFPA, 7.5–13 um spectral range, 640×480 px. res., FoV 21.7°×16.4°/0.6 (m) | 2013 | Development of a novel image-based thermographic modeling for assessing energy efficiency of building facades | The most sensitive variable in IR thermography is the reflected apparent temperature and the assumed emissivity of the building surface | Present an original contribution to the automation of thermographic 3D modeling of buildings using a low-cost methodology supported by proprietary software. |
K.E.A. Ohlsson and T. Olofsson [35] | 8–14 m spectral range, 160 × 120 px. res., 3.3 mrad, NETD<0.08K at 30°C | 2014 | Valuation of measurement errors and the comparison of thermography results against a reference method | An improvement in the measurement of the density of heat flow rate (q) using thermography | Improve a procedure for measuring the 2-dimensional pattern of the density of heat flow rate (q) across a building element’s surface using thermography. |
Laurent Ibos et al. [169] | LWIR camera, 7.7–9.2 m spectral range, 320 × 256 px. res., 1.3 mrad | 2015 | Analysis of thermal resistance values and uncertainties | Comparison of different methods for estimating thermal resistance and the impact of insulation on the measurements | Estimate the thermal resistance of building walls using various methods and evaluate the effectiveness of different measurement techniques. |
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Kim, H.; Lamichhane, N.; Kim, C.; Shrestha, R. Innovations in Building Diagnostics and Condition Monitoring: A Comprehensive Review of Infrared Thermography Applications. Buildings 2023, 13, 2829. https://doi.org/10.3390/buildings13112829
Kim H, Lamichhane N, Kim C, Shrestha R. Innovations in Building Diagnostics and Condition Monitoring: A Comprehensive Review of Infrared Thermography Applications. Buildings. 2023; 13(11):2829. https://doi.org/10.3390/buildings13112829
Chicago/Turabian StyleKim, Hojong, Nirjal Lamichhane, Cheolsang Kim, and Ranjit Shrestha. 2023. "Innovations in Building Diagnostics and Condition Monitoring: A Comprehensive Review of Infrared Thermography Applications" Buildings 13, no. 11: 2829. https://doi.org/10.3390/buildings13112829
APA StyleKim, H., Lamichhane, N., Kim, C., & Shrestha, R. (2023). Innovations in Building Diagnostics and Condition Monitoring: A Comprehensive Review of Infrared Thermography Applications. Buildings, 13(11), 2829. https://doi.org/10.3390/buildings13112829