Analysis of the Crack Resistance of the Cement Stone and Roche

Authors

  • Vladimir Erofeev
    Affiliation

    Department for Building Materials and Technologies, Faculty of Architecture and Civil Engineering, National Research Mordovia State University. N.P. Ogareva, 430005, Saransk, Russia

  • Irina Maksimova
    Affiliation

    Department for Technologies of Building Materials and Woodworking, Faculty of Technology, Penza State University of Architecture and Construction 440028, Penza, Russia

  • Nikolay Makridin
    Affiliation

    Department for Technologies of Building Materials and Woodworking, Faculty of Technology, Penza State University of Architecture and Construction 440028, Penza, Russia

  • Alexey Bulgakov
    Affiliation

    Department for Construction Management, Faculty of Construction and Architecture, Southwest State University, 305040, Kursk, Russia

  • Salman Al-Dulaimi
    Affiliation

    Department for Building Materials and Technologies, Faculty of Architecture and Civil Engineering, National Research Mordovia State University. N.P. Ogareva, 430005, Saransk, Russia

https://doi.org/10.3311/PPar.13286

Abstract

The crack resistance is the most important parameter of strength. It characterizes the ability of a material structure to resist the beginning of the movement and development of cracks at mechanical and other force impacts and is the most important parameter of the limit state of the structure. In this regard, the evaluation of parameters of the mechanics of rocks, used as fillers (dispersed phase) and the cement stone (matrix phase) for concrete, influencing factor of the actual strength of the cement composite, is not only of theoretical interest, but also of great practical importance, since the issues in regards to the problem of choosing fillers are very poorly addressed in the professional literature, especially re the new generation of concretes.

Keywords:

cement stone, compressive strength, flexural tensile strength, stress intensity factor, fracture energy, total specific acoustic emission energy, crack propagation force

Published Online

2019-11-06

How to Cite

Erofeev, V., Maksimova, I., Makridin, N., Bulgakov, A., Al-Dulaimi, S. (2019) “Analysis of the Crack Resistance of the Cement Stone and Roche”, Periodica Polytechnica Architecture, 50(2), pp. 124–131. https://doi.org/10.3311/PPar.13286

Issue

Section

Articles