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Effect of Temperature Variation on Rigid Pavement Dowel | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 17، دوره 14، شماره 1 - شماره پیاپی 41، اردیبهشت 2026 اصل مقاله (916.05 K) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2025.35776.2200 | ||
| نویسندگان | ||
| Anno Mahfuda* 1؛ Suprapto Siswosukarto2؛ Muh Bahrul Ulum Al Karimi1 | ||
| 1Lecturer, Department of Civil Engineering and Planning, Vocational College, Universitas Diponegoro, Jl. Prof. Soedarto No.13, Tembalang, Semarang, Jawa Tengah 50275, Indonesia | ||
| 2Lecturer, Department of Civil and Environmental Engineering, Engineering Faculty, Universitas Gadjah Mada, Jl. Grafika No. 2 Yogyakarta, Indonesia | ||
| تاریخ دریافت: 10 آبان 1403، تاریخ بازنگری: 02 بهمن 1403، تاریخ پذیرش: 19 اسفند 1403 | ||
| چکیده | ||
| Given its location along the equator, Indonesia has a tropical climate with two rainy and dry seasons. The significant variations in temperature that each season brings about are important factors when building civil engineering projects, including rigid pavements, to ensure their long-term performance and durability. Currently, rigid pavement design regulations exclude considering the influence of temperature variations. The dowels enormously affect how the rigid pavement system works overall, and joints typically represent the weakest sections in the structure. This study investigates the effects of temperature variations on the stress-strain characteristics of rigid pavements, focusing mainly on dowel behavior. The investigation was conducted through simulation modeling in Abaqus software, incorporating solid 3D elements—specifically hexahedral and tetrahedral types—with materials modeled as homogeneous, isotropic, and linear-elastic. The results indicate that heat conduction in rigid concrete slabs follows a linear pattern, generating tensile stress on the dowels (Sxx=1.719 MPa) and maximum shear stress (Sxy=1.754 MPa), both of which remain below the material’s yield stress. The displacement of the dowels varies depending on whether the dowels are fixed or free. Fixed dowels move with the concrete slabs, resulting in lower displacement than free dowels. Thermal loads applied to the upper surface of the rigid pavement led to increased stress and displacement as the temperature rises. | ||
تازه های تحقیق | ||
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| کلیدواژه‌ها | ||
| Rigid pavement؛ Dowel؛ Thermal gradient؛ Finite element method | ||
| مراجع | ||
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[1] Mahfuda A, Siswosukarto S, Suhendro B. The Influence of Temperature Variations on Rigid Pavement Concrete Slabs. J Civ Eng Forum 2023;9:139–50. https://doi.org/10.22146/jcef.5744.
[2] Setiawan DM. The role of temperature differential and subgrade quality on stress, curling, and deflection behavior of rigid pavement. J Mech Behav Mater 2020;29:94–105. https://doi.org/10.1515/jmbm-2020-0010.
[3] Cui C, Lu Q, Guo C, Wang F. Analysis of the Coupling Effect of Thermal and Traffic Loads on Cement Concrete Pavement with Voids Repaired with Polymer Grout. Adv Mater Sci Eng 2022;2022. https://doi.org/10.1155/2022/2517250.
[4] MacKiewicz P. Thermal stress analysis of jointed plane in concrete pavements. Appl Therm Eng 2014;73:1169–76. https://doi.org/10.1016/j.applthermaleng.2014.09.006.
[5] Kim J, Hjelmstad KD. Three-Dimensional Finite Element Analysis of Doweled Joints for Airport Pavements. Transp Res Rec 2003:100–9. https://doi.org/10.3141/1853-12.
[6] Abaqus/CAE Guide User. ABAQUS/CAE 6.14 USER’S GUIDE. United States of America: Dassault Systèmes Simulia Corp; 2014.
[7] Qin Y, Hiller JE. Modeling the temperature and stress distributions in rigid pavements: Impact of Solar Radiation absorption and heat history development. KSCE J Civ Eng 2011;15:1361–71. https://doi.org/10.1007/s12205-011-1322-6.
[8] Timoshenko, Woinowski. Theory of Plates and Shells. vol. 67. United States of America: McGraw-Hill Book Company; 1974. https://doi.org/10.1016/0006-8993(74)90278-9.
[9] Kim K, Chun S, Han S, Tia M. Effect of Dowel Bar Arrangements on Performance of Jointed Plain Concrete Pavement (JPCP). Int J Concr Struct Mater 2018;12. https://doi.org/10.1186/s40069-018-0276-1.
[10] Huang K, Zollinger DG, Shi X, Sun P. A developed method of analyzing temperature and moisture profiles in rigid pavement slabs. Constr Build Mater 2017;151:782–8. https://doi.org/10.1016/j.conbuildmat.2017.06.120.
[11] Huang YH. Pavement Analysis and Design, Second Edition. United States of America: Pearson Prentice Hall; 2004.
[12] Khan MI, Qadeer MA, Harwalkar AB. Mechanistic Analysis of Rigid Pavement for Temperature Stresses Using Ansys. IOSR J Mech Civ Eng 2014;11:90–107. https://doi.org/10.9790/1684-112790107.
[13] Farahani HZ, Farahani A. Study on Drainage of Pavement Layers and Improvement Strategies: Case Study. J Rehabil Civ Eng 2023;11:111–26. https://doi.org/10.22075/JRCE.2022.25393.1575.
[14] El-nakib M. Faulting in rigid pavement system of highways 2007;44:581–4.
[15] DPUPKP of Sleman Regency. Dinas Pekerjaan Umum, Perumahan dan Kawasan Permukiman Kabupaten Sleman. Indonesia: 2021.
[16] SNI 2847:2019. Persyaratan Beton Struktural Untuk Bangunan Gedung. 2019.
[17] Tyau JS. Finite Element Modelling Of Reinforced Concrete Using 3- Dimensional Solid Elements With Discrete Rebar. Master Deg, United States of America: Department of Civil and Engineering, Birgham Young University; 2009, p. 1–78.
[18] Prawesti P. ANALISIS BEBAN EKUIVALEN RODA TUNGGAL DUAL-TRIDEM PESAWAT BOEING 777-300ER PADA PERKERASAN KAKU DENGAN METODE ELEMEN HINGGA, Yogyakarta: MSTT UGM; 2018, p. 1–172.
[19] Aulia G. Evaluasi Penggunaan Controlled Modulus Columns ( CMC ) Di Bandara Soekarno-Hatta, Yogyakarta: FT UGM; 2015, p. 1–110.
[20] Bowless JE. Foundation Analysis and Design. 5th Edition. 5th ed., United States of America: The McGraw-Hill; 1997, p. 1–1247.
[21] Saffar AKK Al, Behaya SAM, Jassim HSH, Ajam HKK. Empirical Equation Correlate California Bearing Ratio (CBR) with Dry Density for Granular Soil. AcademiaEdu 2021;10:300–3.
[22] Keymanesh MMR, Mirshekari Babaki M, Shahriari N, Pirhadi A, Mirshekarian Babaki M, Shahriari N, et al. Evaluating the Performance of Dowel in PCC Pavement of Roads using ABAQUS Finite Element Software. Int J Transp Eng 2018;5:349–65.
[23] Pettersson D, Alemo J. Characterization of restraint from friction tests with slabs cast on ground. Struct Concr 2000;1:181–7. https://doi.org/10.1680/stco.2000.1.4.181.
[24] William GW, Shoukry SN. 3D Finite Element Analysis of Temperature‐Induced Stresses in Dowel Jointed Concrete Pavements. Int J Geomech 2001;1:291–307. https://doi.org/10.1061/(asce)1532-3641(2001)1:3(291).
[25] Abu El-Maaty AE, Hekal GM, Salah El-Din EM. Modeling of Dowel Jointed Rigid Airfield Pavement under Thermal Gradients and Dynamic Loads. Civ Eng J 2016;2:38–51. https://doi.org/10.28991/cej-2016-00000011.
[26] Chai G, Staden R van, Guan H, Loo Y-C. Impact of Climate Related Changes in Temperature on Concrete Pavement: A Finite Element Study. 25th ARRB Conf Futur Link Policy, Res Outcomes 2012:1–12.
[27] Zhou B, Pei J, Zhang J, Wang C. Joint design and load transfer capacity analysis of photovoltaic/thermal integrated pavement unit. J Clean Prod 2022;380:135029. https://doi.org/10.1016/j.jclepro.2022.135029.
[28] SNI 1729:2020. Spesifikasi Untuk Bangunan Gedung Baja Struktural. Sni 1729-2020 2020:1–336.
[29] AASHTO. Design of Pavement Structures, 1993.
[30] Ariyanti D, Sasongko NA, Fansuri MH, Fitriana EL, Nugroho RA, Pratiwi SA. Retrofitting of concrete for rigid pavement using bacterial: A meta-analysis. Sci Total Environ 2023;902:166019. https://doi.org/10.1016/j.scitotenv.2023.166019.
[31] Rahmani M, Kim YR. Coupled thermo-mechanical modeling of reflective cracking in flexible pavements. Int J Solids Struct 2025;308:113129. https://doi.org/10.1016/j.ijsolstr.2024.113129.
[32] Dhakal N, Elseifi MA, Zhang Z. Mitigation strategies for reflection cracking in rehabilitated pavements – A synthesis. Int J Pavement Res Technol 2016;9:228–39. https://doi.org/10.1016/j.ijprt.2016.05.001.
[33] Guo J, Chan TM, Wang Y. Precast concrete pavement applications, design and joint load transfer characteristics. Structures 2024;69:107176. https://doi.org/10.1016/j.istruc.2024.107176. | ||
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