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003 OCoLC;

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007 cr unu||||||||;

008 240916s2024 ncua obm 000 0 eng d;

035 a| (OCoLC)1456021935;

090 a| TG315;

049 a| EREE;

100 1 a| Nunez Hernandez, Pablo Andres,e| author.?| UNAUTHORIZED;

245 10 a| Analyzing the effect of rebar heating on bridge structures :b| surface temperature implications /c| by Pablo Andres Nunez Hernandez.;

264 1 a| [Greenville, N.C.] :b| [East Carolina University],c| 2024.;

300 a| 1 online resources (112 pages) :b| illustrations (chiefly color);

336 a| textb| txt2| rdacontent;

337 a| computerb| c2| rdamedia;

338 a| online resourceb| cr2| rdacarrier;

347 a| text fileb| application/pdfc| 3.56 MB2| rda;

538 a| System requirements: Adobe Reader.;

538 a| Mode of access: World Wide Web.;

502 b| M.S.c| East Carolina Universityd| 2024.;

500 a| Presented to the Faculty of the Department of Engineering;

500 a| Advisor: Suranga Gunerathne;

500 a| Title from PDF t.p. (viewed January 7, 2026).;

520 3 a| This study presents a comprehensive simulation-based analysis aimed at enhancing the serviceability of bridge decks in cold climates by preventing ice formation through the application of an electrical power heat source (EPH) within transversal rebars. The objective is to identify the appropriate EPH capable of maintaining bridge surface temperatures above freezing under various climatic conditions. The study uses "Mean Minimum Temperature" data from the U.S. Climate Normals dataset (1991-2020) to ensure simulations are applicable across diverse regions. By systematically varying the power of the embedded heat source, the research identifies the minimum required EPH input to maintain the bridge deck surface at 3°C, preventing ice formation. Key findings indicate that the developed 3D FEA model effectively avoid ice formation on bridge surfaces by using an external electrical energy source connected to transverse steel rebars. Parameters such as outside temperature, wind speed, and EPH location significantly influence the performance of the heating system. A stress analysis confirms the feasibility of this method, providing guidelines for designers. The study concludes that maintaining a spacing of 12 inches (0.3048 meters) is optimal for the EPH placement and for ensuring structural integrity the EPH heat flow should not exceed 1.22kW.;

504 a| Includes bibliographical references.;

650 0 a| Bridgesx| Snow and ice control.=| ^A862412;

650 0 a| Reinforcing barsx| Testing.=| ^A361306;

650 0 a| Heatingx| Electric equipment.=| ^A12653;

653 a| FEA;

653 a| Ice;

653 a| Wind;

700 1 a| Gunerathne, Suranga,e| degree supervisor.?| UNAUTHORIZED;

710 2 a| East Carolina University.b| Department of Engineering.=| ^A1231592;

856 40 z| Access via ScholarShipu| http://hdl.handle.net/10342/13687;

994 a| C0b| ERE;

596 a| 1 4;

998 a| 6477459;

999 a| CLICK ON WEB ADDRESSw| ASISc| 1i| 6477459-1001l| JNETm| JOYNERr| Ys| Yt| JNE3ETDu| 9/16/2024x| ETDz| JERESOURCE;

999 a| CLICK ON WEB ADDRESSw| ASISc| 1i| 6477459-2001l| HSLELECm| HSLr| Ys| Yt| HEETDu| 9/16/2024x| ETDz| HERESOURCE;

Analyzing the effect of rebar heating on bridge structures : surface temperature implications / by Pablo Andres Nunez Hernandez.

Author/creator	Nunez Hernandez, Pablo Andres author.
Other author	Gunerathne, Suranga, degree supervisor.
Other author	East Carolina University. Department of Engineering.
Format	Theses and dissertations
Publication	[Greenville, N.C.] : [East Carolina University], 2024.
Description	1 online resources (112 pages) : illustrations (chiefly color)
Supplemental Content	Access via ScholarShip
Subjects	Bridges--Snow and ice control. Reinforcing bars--Testing. Heating--Electric equipment.

Summary	This study presents a comprehensive simulation-based analysis aimed at enhancing the serviceability of bridge decks in cold climates by preventing ice formation through the application of an electrical power heat source (EPH) within transversal rebars. The objective is to identify the appropriate EPH capable of maintaining bridge surface temperatures above freezing under various climatic conditions. The study uses "Mean Minimum Temperature" data from the U.S. Climate Normals dataset (1991-2020) to ensure simulations are applicable across diverse regions. By systematically varying the power of the embedded heat source, the research identifies the minimum required EPH input to maintain the bridge deck surface at 3°C, preventing ice formation. Key findings indicate that the developed 3D FEA model effectively avoid ice formation on bridge surfaces by using an external electrical energy source connected to transverse steel rebars. Parameters such as outside temperature, wind speed, and EPH location significantly influence the performance of the heating system. A stress analysis confirms the feasibility of this method, providing guidelines for designers. The study concludes that maintaining a spacing of 12 inches (0.3048 meters) is optimal for the EPH placement and for ensuring structural integrity the EPH heat flow should not exceed 1.22kW.
General note	Presented to the Faculty of the Department of Engineering
General note	Advisor: Suranga Gunerathne
General note	Title from PDF t.p. (viewed January 7, 2026).
Dissertation note	M.S. East Carolina University 2024.
Bibliography note	Includes bibliographical references.
Technical details	System requirements: Adobe Reader.
Technical details	Mode of access: World Wide Web.

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Analyzing the effect of rebar heating on bridge structures : surface temperature implications / by Pablo Andres Nunez Hernandez.

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