Research on Temperature Field of Controllable Bonded Prestressed Structure Based on Electrothermal Method

Author:

Xiong Xueyu12,Jiang Nan1

Affiliation:

1. Department of Structural Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China

2. Key Laboratory of Advanced Civil Engineering Materials, Tongji University, Shanghai 200092, China

Abstract

Controllable bonded prestress represents an innovative advancement stemming from retard-bonded prestress systems, distinguished by its intrinsic controllability in bonding. The controllable bonded binder can be artificially heated and cured rapidly through DC heating after the completion of prestressed tension, allowing for enhanced control over the process. FLUENT simulates controllable bonded prestressed structure’s temperature field, yielding a 1.73% max error validated against measured data. Based on the theory of heat transfer, the maximum error of the calculated temperature field of the controllable bonded test beam under DC heating using the Stehfest numerical algorithm is 1.28%, which exhibits a strong alignment with both simulated and measured results. The parameter analysis identifies current, binder thickness, and steel-strand diameter as key temperature distribution influencers. The relationship between the current and heating time follows a quadratic inverse pattern. Increasing the heating current can significantly reduce the duration of heating. Under identical heating conditions, the temperature of the controllable binder is directly proportional to its thickness. A higher thickness results in a higher temperature. Additionally, larger diameters of steel-stranded wire lead to a lower heating efficiency.

Funder

National Natural Science Foundation of China

Publisher

MDPI AG

Subject

General Materials Science

Reference35 articles.

1. Damage and collapse mode of existing post tensioned precast concrete bridge: The case of Petrulla viaduct;Laura;Eng. Struct.,2018

2. Immobilization of flame-retardant onto silica nanoparticle surface and properties of epoxy resin filled with the flame-retardant-immobilized silica;Takashi;React. Funct. Polym.,2013

3. (2012). Adhesive for Retard-Bonded Prestressing Steel Strand. Standard No. JG/T 370-2012. (In Chinese).

4. (2016). Code for Design of Prestressed Concrete Structures. Standard No. JGJ 369-2016. (In Chinese).

5. (2012). Filled Epoxy-Coated Prestressing Steel Strand. Standard No. JG/T 387-2012. (In Chinese).

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3