首页|混凝土早龄期收缩开裂细观力学机理研究

混凝土早龄期收缩开裂细观力学机理研究

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缓减混凝土早龄期收缩开裂是提升混凝土结构耐久性和防水性能的关键环节,对此研究了基于细观力学的混凝土早龄期收缩开裂机理.采用随机骨料模型对混凝土内粗骨料、砂浆和界面过渡区(ITZ)进行参数化建模生成混凝土细观结构,建立混凝土细观数值模型,针对现行试验规范,确定模拟所需力学参数并验证计算方法.结果表明,混凝土早龄期的收缩应变随时间的变化趋势受粗骨料随机分布的影响不大,不同分布形式下的混凝土 24 h收缩应变值最大相对误差为 7%;平板混凝土试件早龄期的收缩裂缝沿着裂缝诱导器尖端区域的 ITZ单元发展,不同粗骨料分布形式下的裂缝面积最大相对误差为 9.5%.
Study on Mesoscopic Mechanical Mechanism of Shrinkage Cracking of Early Age Concrete
Mitigating shrinkage cracking of early age concrete is of vital importance to the durability and waterproof performance of concrete structures.The mechanism of shrinkage cracking of early concrete was studied based on meso-mechanics.The numerical concrete specimen with random coarse aggregates,mortar and interfacial transition zone(ITZ)was generated.With the help of experimental data,the mechanical parameters required for simulation were determined and verified.The results show that the random distribution of coarse aggregate has slight influence on the shrinkage strain in the early age of concrete,and the maximum relative error of the shrinkage strain value of concrete at 24 h under differ-ent distribution forms is 7% ;The shrinkage crack of the slab concrete specimen in the early stage developed along the ITZ unit in the tip area of the crack inducer,and the maximum relative error of the crack area with different coarse aggre-gate distribution was 9.5% .

concreteearly ageshrinkage crackingmesoscopic mechanical mechanism

张翔、田正宏、张闻起、沈雷、徐磊、张礼彬

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河海大学水利水电学院,江苏 南京 210098

混凝土 早龄期 收缩开裂 细观力学机理

国家自然科学基金项目南京市建设行业科技计划项目

51879094Ks2314

2024

水电能源科学
中国水力发电工程学会 华中科技大学 武汉国测三联水电设备有限公司

水电能源科学

CSTPCD北大核心
影响因子:0.525
ISSN:1000-7709
年,卷(期):2024.42(2)
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