Research on Fracture Performance of Mortar Beam Based on Theory of Critical Distance
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O346.4

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    Abstract:

    The study of the mechanical properties of engineering materials such as cement paste and cement mortar has become increasingly important with the needs of engineering applications. In this paper, the three- point bending beam test for the U-shaped notched beam specimens with three types of strengths, groove depths and groove root radii were carried out with a new fracture criterion_the theory of critical distance, which consist of 27 combinations in total. Theoretical parameters were obtained and verified by formula calculation and finite element simulation, and a new formula for calculating the maximum load of the notched beam was derived. The observation shows that for the maximum load, the calculated value of the new formula has good precision. The strength of mortar increases, while the theoretical parameter L value increases.

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童谷生,盛杰辉.基于临界距离理论砂浆梁断裂性能的研究[J].华东交通大学学报英文版,2019,36(4):102-112.
Tong Gusheng, Sheng Jiehui. Research on Fracture Performance of Mortar Beam Based on Theory of Critical Distance[J]. JOURNAL OF EAST CHINA JIAOTONG UNIVERSTTY,2019,36(4):102-112

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  • Online: May 31,2021
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