非饱和条件下混凝土碳化的简化建模与数值模拟

B. Bary, C. Mügler
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引用次数: 27

摘要

我们在本文中提出了不饱和条件下胶凝材料碳化的简化模型,构成了(Bary等人,2004)中提出的模型的增强版本。主要的改进在于引入了方解石形成的动力学,作为降解状态的函数,并采用了不同于波特兰石和其他水合物的碳化机制。此外,在Cast3m规范中,用混合有限元法求解了控制系统的三个耦合方程。在炭化深度方面进行了数值模拟,并与ANDRA领导的混凝土工程屏障工作组获得的加速试验数据进行了比较。实验结果与数值结果的一致性总体上令人满意;然而,在处理加速实验程序时,用模型确定pH分布仍然是一个悬而未决的问题。
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Simplified modelling and numerical simulations of concrete carbonation in unsaturated conditions
ABSTRACT We present in this paper a simplified modelling of cementitious material carbonation in unsaturated conditions, constituting an enhanced version of the modelling presented in (Bary et al., 2004). The main improvements consist in the introduction of kinetics for the calcite formation evolving as a function of the degradation state and in the adoption of carbonation mechanisms different for portlandite and the other hydrates. Moreover, the three coupled equations governing the system are now solved with a mixed finite element method in the Cast3m code. Numerical simulations are carried out and compared in terms of carbonation depth with accelerated test data obtained in the workgroup Concrete Engineering Barriers headed by ANDRA. The confrontation between experimental and numerical results is globally satisfactory; however the determination of pH profiles with the modelling remains an open problem when dealing with accelerated experimental procedures.
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Index des titres Volume 11/2007 A new experimental device for assessing the radial strains of concrete at high temperatures Réponses mécaniques d'une suspension de bentonite activée Modélisation par éléments discrets d'ouvrages 3D en génie civil Index des auteurs Volume 11/2007
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