Technical Papers
May 20, 2024

Consideration of Heat Transfer Characteristics in Thermal Stress Calculations of Asphalt Mixtures in the TSRST

Publication: Journal of Transportation Engineering, Part B: Pavements
Volume 150, Issue 3

Abstract

The low-temperature performance of asphalt mixtures was a critical factor that investigated the thermal cracking of asphalt pavement in cold regions of the world. Many scholars have affirmed that the failure temperature of the thermal stress restrained specimen test (TSRST) could be an index to evaluate the low-temperature performance of asphalt mixtures. However, the influence of transient heat transfer on asphalt mixtures was ignored in the TSRST, potentially leading to inaccurate evaluation indexes for low-temperature performance. In this paper, the thermal contraction strain and the effective temperature of asphalt mixtures were analyzed considering transient heat transfer in the TSRST. First, the effective temperature and the thermal contraction strain were captured during the cooling process. Then, the calculation model of thermal stress was improved. The pseudo strain energy density was calculated based on the energy theory. Finally, the calculation model of thermal stress was evaluated with the failure temperature as the standard. The difference between the failure temperature calculated by the calculation model of thermal stress without considering the transient heat transfer and the failure temperature calculated considering the transient heat transfer was at least 2°C.

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Data Availability Statement

All data and models used during the study appear in the published paper.

Acknowledgments

The authors gratefully acknowledge the support from the Natural Science Foundation of Hebei Province, China (No. E2022210029), the National Natural Science Foundation of China (No. U22A20246), the Science and Technology Research Project of Universities of Hebei Province (No. KJZX202202), the central government guides local science and technology development fund projects (No. 226Z1904G), the S&T Program of Hebei (No. 225676162GH), and the National Natural Science Foundation of China (Nos. 52172347 and 12372018).

References

Chen, H., J. Xu, and R. Luo. 2021. “Distribution of dissipated pseudo-strain energies and temperature effect on fatigue cracking resistance in asphalt mixtures under destructive tensile loading.” Constr. Build. Mater. 305 (Oct): 124767. https://doi.org/10.1016/j.conbuildmat.2021.124767.
Chen, S., D. Wang, J. Yi, and D. Feng. 2019. “Implement the Laplace transform to convert viscoelastic functions of asphalt mixtures.” Constr. Build. Mater. 203 (Apr): 633–641. https://doi.org/10.1016/j.conbuildmat.2019.01.116.
Du, J., A. Rahman, Z. Zhou, C. Ai, and Y. Qiu. 2021. “Enhancement effect of the aggregate particles on the low-temperature cracking resistance of the asphalt mortar.” Constr. Build. Mater. 290 (Jul): 123225. https://doi.org/10.1016/j.conbuildmat.2021.123225.
Fakhari Tehrani, F., P. Hajikarimi, C. Petit, and J. Absi. 2022. “TSRST heterogeneous modelling for investigating failure depending on asphalt mix design and experimental conditions.” Supplement, Road Mater. Pavement Des. 23 (S1): 131–146. https://doi.org/10.1080/14680629.2021.2020154.
Falchetto, A. C., K. H. Moon, and D. H. Kim. 2020. “Evaluation of recycled asphalt mixture at low temperature using different analytical solutions.” Can. J. Civ. Eng. 47 (7): 801–811. https://doi.org/10.1139/cjce-2019-0303.
Farrar, M. J., E. Y. Hajj, J. P. Planche, and M. Z. Alavi. 2013. “A method to estimate the thermal stress build-up in an asphalt mixture from a single-cooling event.” Supplement, Road Mater. Pavement Des. 14 (S1): 201–211. https://doi.org/10.1080/14680629.2013.774756.
Gajewski, M., and P. A. Langlois. 2014. “Prediction of asphalt concrete low-temperature cracking resistance on the basis of different constitutive models.” Procedia Eng. 91 (Feb): 81–86. https://doi.org/10.1016/j.proeng.2014.12.016.
Ghorban Ebrahimi, M., M. Saleh, and M. A. M. Gonzalez. 2014. “Interconversion between viscoelastic functions using the Tikhonov regularisation method and its comparison with approximate techniques.” Road Mater. Pavement Des. 15 (4): 820–840. https://doi.org/10.1080/14680629.2014.924428.
Guo, M., X. Liu, Y. Jiao, Y. Tan, and D. Luo. 2021. “Rheological characterization of reversibility between aging and rejuvenation of common modified asphalt binders.” Constr. Build. Mater. 301 (Sep): 124077. https://doi.org/10.1016/j.conbuildmat.2021.124077.
Guo, M., S. Zhang, X. Du, Y. Tan, and D. Luo. 2023. “Study on effect of various rejuvenators on virgin asphalt binders suffering various aging conditions and the unified evaluation index.” Constr. Build. Mater. 397 (Sep): 132331. https://doi.org/10.1016/j.conbuildmat.2023.132331.
Hills, J. F. 1974. Predicting the fracture of asphalt mixes by thermal stresses. Berkshire, UK: Transport and Road Research Laboratory.
Huang, Q. 2022. “Analysis of relaxation effect of asphalt pavement stress intensity factor under temperature load.” J. Munic. Technol. 40 (8): 195–200. https://doi.org/10.19922/j.1009-7767.2022.08.195.
Huang, Z., and J. Cui. 2023. “The double-relaxation modulus-based matrix splitting iteration method for linear complementarity problems.” J. Comput. Appl. Math. 427 (Aug): 115138. https://doi.org/10.1016/j.cam.2023.115138.
Jahangiri, B., M. M. Karimi, O. Giraldo-Londoño, and W. G. Buttlar. 2021. “Characterization of viscoelastic properties of asphalt mixture at low temperatures using DC (T) creep test.” Constr. Build. Mater. 298 (Sep): 123731. https://doi.org/10.1016/j.conbuildmat.2021.123731.
Judycki, J. 2018. “A new viscoelastic method of calculation of low-temperature thermal stresses in asphalt layers of pavements.” Int. J. Pavement Eng. 19 (1): 24–36. https://doi.org/10.1080/10298436.2016.1149840.
Keshavarzi, B., and Y. R. Kim. 2020. “A dissipated pseudo strain energy-based failure criterion for thermal cracking and its verification using thermal stress restrained specimen tests.” Constr. Build. Mater. 233 (Feb): 117199. https://doi.org/10.1016/j.conbuildmat.2019.117199.
Li, C., S. Fan, and T. Xu. 2021. “Method for evaluating compatibility between SBS modifier and asphalt matrix using molecular dynamics models.” J. Mater. Civ. Eng. 33 (8): 04021207. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003863.
Li, P., X. Jiang, K. Guo, Y. Xue, and H. Dong. 2018. “Analysis of viscoelastic response and creep deformation mechanism of asphalt mixture.” Constr. Build. Mater. 171 (May): 22–32. https://doi.org/10.1016/j.conbuildmat.2018.03.104.
Lin, P., W. Huang, N. Tang, F. Xiao, and Y. Li. 2018. “Understanding the low temperature properties of Terminal Blend hybrid asphalt through chemical and thermal analysis methods.” Constr. Build. Mater. 169 (Apr): 543–552. https://doi.org/10.1016/j.conbuildmat.2018.02.060.
Liu, S., C. Shi, T. Wang, J. Yang, and X. Chen. 2023. “Development of a new modified TSRST test to measure the thermal stress of asphalt supporting layer in the slab track system.” Measurement 207 (Feb): 112422. https://doi.org/10.1016/j.measurement.2022.112422.
Monismith, C. L., G. A. Secor, and K. E. Secor. 1965. “Temperature induced stresses and deformations in asphalt concrete.” In Vol. 34 of Association of asphalt paving technologists proceedings. Lino Lakes, MN: Association of Asphalt Paving Technologists.
Moon, K. H., M. O. Marasteanu, and M. Turos. 2013. “Comparison of thermal stresses calculated from asphalt binder and asphalt mixture creep tests.” J. Mater. Civ. Eng. 25 (8): 1059–1067. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000651.
Pszczola, M., C. Szydlowski, and M. Jaczewski. 2019. “Influence of cooling rate and additives on low-temperature properties of asphalt mixtures in the TSRST.” Constr. Build. Mater. 204 (Apr): 399–409. https://doi.org/10.1016/j.conbuildmat.2019.01.148.
Pszczoła, M. 2006. “Low temperature cracking of asphalt layers of pavements.” Roads Bridges-Drogi i Mosty 5 (3): 73–110.
Pszczoła, M., and J. Judycki. 2009. “Testing of low temperature behaviour of asphalt mixtures in bending creep test.” In Proc., 7th Int. RILEM Symp. on Advanced Testing and Characterization of Bituminous Materials: Advanced Testing and Characterization of Bituminous Materials, 303–312. London: Taylor & Francis.
Radovskiy, B., B. Teltayev, B. Radovskiy, and B. Teltayev. 2018. “Relaxation modulus and complex modulus.” In Viscoelastic properties of asphalts based on penetration and softening point, 41–72. Cham, Switzerland: Springer.
Rys, D., M. Jaczewski, M. Pszczola, P. Jaskula, and W. Bankowski. 2020. “Effect of bitumen characteristics obtained according to EN and Superpave specifications on asphalt mixture performance in low-temperature laboratory tests.” Constr. Build. Mater. 231 (Jan): 117156. https://doi.org/10.1016/j.conbuildmat.2019.117156.
Song, W., X. Zou, H. Wu, and F. Yang. 2023. “Energy evolution in fracture process of hot mix asphalt containing reclaimed asphalt pavement and rejuvenator.” Theor. Appl. Fract. Mech. 124 (Apr): 103809. https://doi.org/10.1016/j.tafmec.2023.103809.
Sun, Z., H. Qi, S. Li, Y. Tan, Z. Yue, and H. Lv. 2022. “Estimating the effect of coarse aggregate meso-structure on the thermal contraction of asphalt mixture by a hierarchical prediction approach.” Constr. Build. Mater. 342 (Part A): 128048. https://doi.org/10.1016/j.conbuildmat.2022.128048.
Sun, Z., H. Xu, Y. Tan, H. Lv, and O. C. Assogba. 2019. “Low-temperature performance of asphalt mixture based on statistical analysis of winter temperature extremes: A case study of Harbin China.” Constr. Build. Mater. 208 (May): 258–268. https://doi.org/10.1016/j.conbuildmat.2019.02.131.
Sun, Z., Y. Xu, Y. Tan, L. Zhang, H. Xu, and A. Meng. 2018. “Investigation of sand mixture interlayer reducing the thermal constraint strain in asphalt concrete overlay.” Constr. Build. Mater. 171 (May): 357–366. https://doi.org/10.1016/j.conbuildmat.2018.03.095.
Tan, Y., and M. Guo. 2013. “Using surface free energy method to study the cohesion and adhesion of asphalt mastic.” Constr. Build. Mater. 47 (Oct): 254–260. https://doi.org/10.1016/j.conbuildmat.2013.05.067.
Tan, Y., Z. Sun, X. Gong, H. Xu, L. Zhang, and Y. Bi. 2017. “Design parameter of low-temperature performance for asphalt mixtures in cold regions.” Constr. Build. Mater. 155 (Nov): 1179–1187. https://doi.org/10.1016/j.conbuildmat.2017.09.094.
Tan, Y., L. Zhang, and L. Ji. 2012. “Analysis of the evaluation indices from TSRST.” J. Mater. Civ. Eng. 24 (10): 1310–1316. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000509.
Tang, J., Y. Fu, T. Ma, B. Zheng, Y. Zhang, and X. Huang. 2022. “Investigation on low-temperature cracking characteristics of asphalt mixtures: A virtual thermal stress restrained specimen test approach.” Constr. Build. Mater. 347 (Sep): 128541. https://doi.org/10.1016/j.conbuildmat.2022.128541.
Teltayev, B. B., E. D. Amirbayev, and B. S. Radovskiy. 2018. “Viscoelastic characteristics of blown bitumen at low temperatures.” Constr. Build. Mater. 189 (Nov): 54–61. https://doi.org/10.1016/j.conbuildmat.2018.08.200.
Zhang, J., and L. Bao. 2022. “Determination of asphalt mixture’s viscoelastic constitutive parameters for pavement response analysis using dynamic modulus transformation.” Constr. Build. Mater. 315 (Jan): 125729. https://doi.org/10.1016/j.conbuildmat.2021.125729.
Zhang, R., J. E. Sias, and E. V. Dave. 2022a. “Evaluation of the cracking and aging susceptibility of asphalt mixtures using viscoelastic properties and master curve parameters.” J. Traffic Transp. Eng. 9 (1): 106–119. https://doi.org/10.1016/j.jtte.2020.09.002.
Zhang, R., J. E. Sias, and E. V. Dave. 2022b. “Using mix design information for modelling of fundamental viscoelasticity of asphalt mixtures.” Constr. Build. Mater. 329 (Apr): 127029. https://doi.org/10.1016/j.conbuildmat.2022.127029.
Zhou, X. Y., B. Ma, and Y. Tian. 2016. “Grey relational degree theory on low temperature anti-cracking performance of asphalt mixture under freeze-thaw cycles in cold plateau regions.” J. Jiangsu Univ. 37 (5): 597–603. https://doi.org/10.3969/j.issn.1671-7775.2016.05.017.

Information & Authors

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Go to Journal of Transportation Engineering, Part B: Pavements
Journal of Transportation Engineering, Part B: Pavements
Volume 150Issue 3September 2024

History

Received: Jul 18, 2023
Accepted: Feb 16, 2024
Published online: May 20, 2024
Published in print: Sep 1, 2024
Discussion open until: Oct 20, 2024

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Authors

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State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China; Key Laboratory of Mechanical Behavior Evolution and Control of Traffic Engineering Structures in Hebei, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China (corresponding author). ORCID: https://orcid.org/0000-0002-6751-6330. Email: [email protected]
Jie Yi
Master’s Student, School of Civil Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China.
Xueming Zhang, Ph.D.
School of Civil Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China.
Yiqiu Tan, Ph.D.
School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China; State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China.
Shaohua Li, Ph.D.
State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China; Key Laboratory of Mechanical Behavior Evolution and Control of Traffic Engineering Structures in Hebei, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China.
Shaopu Yang, Ph.D.
State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China; Key Laboratory of Mechanical Behavior Evolution and Control of Traffic Engineering Structures in Hebei, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China.
Chao Xing, Ph.D.
School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China; State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China.
Zurun Yue, Ph.D.
State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China; Key Laboratory of Mechanical Behavior Evolution and Control of Traffic Engineering Structures in Hebei, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China.

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