کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
513832 | 866658 | 2015 | 9 صفحه PDF | دانلود رایگان |
• Successfully developed and implemented the three-phase unit cell approach for the mechanical characterization of cementitious composites.
• Captured the non-linear deformation behavior in good correlation with experiments.
• Established the effectiveness of the three-phase unit cell approach in capturing the non-linearity of the materials considered without sacrificing the simplicity of the unit cell model.
• Different parametric studies were also conducted to identify the influence of certain phase characteristics of the unit cell for the materials considered.
A simple two-dimensional Unit cell (UC) with three different mesoscopic phases may be geometrically modeled as a combination of two concentric circles or squares embedded in a square. In this paper, a two-dimensional three-phase UC with a similar design is developed and utilized for modeling the full deformation and failure response of cement based quasi-brittle cementitious composites under compression. It was identified from the numerical investigation that the three-phase design greatly improved the prediction capability of the UC in suitably capturing the material nonlinearity observed experimentally.
Journal: Finite Elements in Analysis and Design - Volume 104, 15 October 2015, Pages 26–34