Technical Papers
Jul 31, 2020

Size Effect on Static Splitting Tensile Strength of Concrete: Experimental and Numerical Studies

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 10

Abstract

Although there are numerous experimental studies of the size effect on nominal splitting tensile strength of concrete materials being performed, research on effect of specific material parameters involving maximum aggregate size (MAS) and concrete strength grade (CSG) on the splitting tensile strength of concrete materials is relatively rare. This paper investigated the influence of MAS and CSG on macro splitting tensile behavior of concrete materials and the corresponding size effect from both experimental and numerical perspectives. Four groups of maximum aggregate sizes (10, 20, 30, and 40 mm) and three groups of concrete strength grades (C20, C40, and C60) were considered, and a total of 84 concrete cubic specimens with different side lengths (150–350 mm) were tested. A three-dimensional mesoscale numerical method was established and a total of 114 concrete cubic models (with side length up to 600 mm) with different MAS and CSGs were simulated. The results indicate that splitting tensile strength decreases with increasing side length and the downtrend of strength decreases as side length increases. The downtrend of strength in concrete specimens with smaller MAS was more obvious, and the increase in MAS can reduce the sensitivity to the size effect on the splitting tensile strength. Concrete specimens with higher strength grades had more obvious downtrends of strength than did specimens with lower strength grades. The influential mechanism of MAS and CSG on the macroscopic failure behavior and the corresponding size effect of concrete materials were analyzed preliminarily.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This work has been carried out within the National Key Research and Development Program of China (No. 2018YFC1504302) and the National Natural Science Foundation of China (Nos. 51822801 and 51421005).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 10October 2020

History

Received: Aug 3, 2019
Accepted: Mar 26, 2020
Published online: Jul 31, 2020
Published in print: Oct 1, 2020
Discussion open until: Dec 31, 2020

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Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China. Email: [email protected]
Ph.D. Student, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China. Email: [email protected]
Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China (corresponding author). Email: [email protected]

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