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大掺量粉煤灰箱梁C55高强混凝土导温系数研究

郭鹏 徐长武 毛威 曹玉贵 胡彪

河北工业科技2026,Vol.43Issue(2):101-109,9.
河北工业科技2026,Vol.43Issue(2):101-109,9.DOI:10.7535/hbgykj.2026yx02001

大掺量粉煤灰箱梁C55高强混凝土导温系数研究

Study on thermal diffusivity of high-volume fly ash C55 high-strength concrete for box girders

郭鹏 1徐长武 1毛威 1曹玉贵 2胡彪3

作者信息

  • 1. 武汉市市政建设集团有限公司,湖北 武汉 430023
  • 2. 武汉理工大学土木工程与建筑学院,湖北 武汉 430070
  • 3. 深圳大学土木与交通工程学院,广东 深圳 518060
  • 折叠

摘要

Abstract

To systematically evaluate the applicability of existing calculation methods for thermal diffusivity in box girder mass concrete,this study took the zero-block of a long-span cable-stayed bridge box girder as an engineering background.Using the MIDAS FEA platform,finite element simulations of the temperature field during construction were conducted.Two sets of thermal diffusivity values were employed:One inverted using the artificial bee colony algorithm,and the other recommended by current codes.The simulation results were then compared and verified against the field-measured temperature data on site.The results indicate that except for the values specified in GB 50496-2018"Standard for Construction of Mass Concrete",the thermal diffusivity recommended by other current codes leads to simulated temperature responses that deviate significantly from the measured values.In contrast,the thermal diffusivity obtained from the artificial bee colony algorithm yields simulations in good agreement with the measured temperature responses.The findings provide a theoretical basis for the rational selection of thermal diffusivity in temperature field analysis of mass concrete for box girder,and offer a reference for the temperature control design in similar engineering projects.

关键词

桥涵工程/箱梁大体积混凝土/导温系数/规范评估/温度响应

Key words

bridge and culvert engineering/mass concrete for box girder/thermal diffusivity/code evaluation/thermal response

分类

交通工程

引用本文复制引用

郭鹏,徐长武,毛威,曹玉贵,胡彪..大掺量粉煤灰箱梁C55高强混凝土导温系数研究[J].河北工业科技,2026,43(2):101-109,9.

基金项目

国家自然科学基金(50175095) (50175095)

河北工业科技

1008-1534

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