首页|考虑收缩徐变的超长混凝土结构收缩应力计算及分析

考虑收缩徐变的超长混凝土结构收缩应力计算及分析

扫码查看
混凝土结构在外部环境温度变化及混凝土水化过程中的干缩均可能引起混凝土的收缩,混凝土在收缩过程中受到约束时会出现拉应力,对于超长结构,拉应力累积过大,则容易出现宏观裂缝,导致工程出现质量问题.本文论述了超长混凝土结构的裂缝成因及常用的控制措施,研究了目前混凝土结构收缩应力的计算方法,分析了混凝土干缩和徐变的计算方法,并结合青岛地区某超长混凝土结构案例,采用YJK、Midas软件对其楼板收缩应力进行有限元计算,分别计算了该混凝土结构在均匀温降、不同混凝土龄期时的温差及干缩徐变下的应力,考虑不同施工季节对结构收缩应力及混凝土徐变效应的影响进行模拟计算.计算结果表明:环境温差及干缩的松弛系数有所差别,干缩效应的松弛系数为0.35~0.45,但环境温差的松弛系数与环境最大温差出现时的混凝土龄期长短有关.基于分析和计算结果,本文给出了混凝土结构考虑环境温度及干缩、徐变的当量温差计算公式,以期为实际工程中的混凝土收缩应力分析提供借鉴.
Stress Calculation and Analysis of Super-long Concrete Structures Considering Shrinkage and Creep
Concrete structures may undergo shrinkage due to variations in external environmental temperature and the drying shrinkage during the concrete hydration process.When concrete contracts while being constrained,tensile stress emerges.For super-long structures,if the accumulated tensile stress is overly large,macroscopic cracks are prone to occur,resulting in engineering quality issues.This article expounds on the crack formation causes of super-long concrete structures and the commonly employed control measures at present.It investigates the current calculation methods for shrinkage stress in concrete structures and analyzes the calculation approaches for concrete drying shrinkage and creep.In conjunction with a case of a super-long concrete structure in the Qingdao region,finite element calculations of the floor slab shrinkage stress were conducted using YJK and Midas software.The stresses under uniform temperature drop,temperature differences at different concrete ages,and drying shrinkage creep is calculated respectively.Simulations considering different construction seasons are carried out for the structural shrinkage stress and concrete creep effect.The calculation results indicate that the relaxation coefficients for environmental temperature differences and drying shrinkage differ.The relaxation coefficient of the drying shrinkage effect ranges from 0.35 to 0.45,yet the relaxation coefficient of the environmental temperature difference is related to the duration of the concrete age when the maximum environmental temperature difference occurs.Based on the analysis and calculation results,this paper presents the calculation formula for the equivalent temperature difference of concrete structures considering environmental temperature,drying shrinkage,and creep,with the aim of offering references for the analysis of concrete shrinkage stress in practical engineering.

Super-long concrete structuresdry shrinkage and creeprelaxation coefficientdry shrinkage equivalent temperature differenceequivalent temperature difference

刘万鹏

展开 >

中铁建南方投资有限公司 广东 珠海 519031

超长混凝土结构 干缩徐变 松弛系数 干缩当量温差 等效温差

2025

混凝土世界
北京市建筑材料科学研究总院有限公司

混凝土世界

影响因子:0.294
ISSN:1674-7011
年,卷(期):2025.(1)