Abstract
The aim of this paper is to present the failure process of cement paste at different ages subjected to tensile loading. The input structure (cement paste) is generated by means of the cement hydration model HYMOSTRUC3D. A 2D-slice of this generated microstructure is subsequently transferred to the Delft Lattice Model, in which the failure process is analysed. Failure of cement paste microstructures at different degree of hydration, various water-cement ratios and different particle size distributions are analysed and discussed in the paper.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
