Numerical Simulation of the Response of Concrete Structural Elements Containing a Self-Healing Agent

Materials

卷:15

Todor Zhelyazov¹ 

[1] Structural Engineering and Composites Laboratory—SEL, Reykjavik University, Menntavegur 1, IS-102 Reykjavik, Iceland;

关键词: self-healing of cracks;    concrete;    constitutive relations;    damage mechanics;    finite element analysis;   

DOI  :  10.3390/ma15031233

来源: DOAJ

【 摘 要 】

Self-healing of a crack is a relatively novel technique allowing for the partial recovery of the initial mechanical characteristics of a structural element after some period of exploitation. By a widely accepted convention, self-healing is either autogenous or autonomous. The former is a mechanism inherent for cementitious composites (in particular—concrete), while the latter is an engineered process. Both autogenous and engineered healing have recently been the object of numerous studies. Despite the large amount of research work being carried out, the potential of this technique has not yet been fully realized. The article focuses on the modeling and the finite element simulation of the recovery of the initial material properties resulting from the sealing of cracks. The employed numerical procedure uses a constitutive relation for concrete based on the continuum damage mechanics. It captures both the strain-softening and the inverse process—the crack healing. Finite element simulations of benchmark cases illustrate the effect of self-healing. The numerically obtained constitutive relations for specimens with and without a healing agent are compared.

【 授权许可】

Unknown