Experimental evaluation of Mode II fracture and microstructure of matrix-aggregate bond of concrete with crushed limestone

Due to the shortage of construction aggregates carbonate rock aggregates – including mainly limestone aggregates – have long been used in structural concrete in many countries worldwide. On the other hand, earlier tests on the shear fracture toughness of concretes with limestone aggregates was very limited and even abandoned for many years. From above reasons in this paper completely new fracture toughness tests performed according to the Mode II fracture for limestone concretes with different grain size distribution. Two types of aggregate grain were used, with maximum grain sizes of 8 mm (LM-1 series concrete) and 16 mm (LM-2 series concrete). During the experiments the critical stress-intensity factor ( K IIc ) and critical unit work of failure ( J IIc ) were determined. Moreover, the size width of microcracks ( W c ) in the ITZ area were examined. Based on the conducted studies it was found that higher values of fracture mechanics parameters were noted as the grain sizes of the aggregate used increased. The increases of fracture mechanics parameters were noticeably greater in the LM-2 concrete compared to the results for the LM-1 concrete, specifically by 27% for K IIc and 35% for J IIc . On the other hand increasing the aggregate size from 2-8 mm to 8-16 mm led to a 33% reduction in W c of limestone concretes. The novelty of the research undertaken resulting from the fact that exploring the properties of concretes with limestone aggregates using Mode II fracture is an important aspect of evaluating the durability and safety of concrete structures subjected mainly to shear forces. • Determination of the fracture toughness K IIc and J IIc in limestone concretes. • The effects of aggregate grain size of limestone concretes on the shear fracture toughness. • The microstructural observations were performed using the SEM. • Detailed analysis of the ITZ area between the aggregate grains and the paste was conducted.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2025-08-18
DOI
https://doi.org/10.1016/j.cscm.2025.e05183
Citations
8
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
7.63

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article

Experimental evaluation of Mode II fracture and microstructure of matrix-aggregate bond of concrete with crushed limestone

Jingbo Zhuo, Rafał Panek, Grzegorz Ludwik Golewski, Peng Zhang et al.
8 citations
Case Studies in Construction Materials
Concrete and Cement Materials Research
7.63
article

Experimental evaluation of Mode II fracture and microstructure of matrix-aggregate bond of concrete with crushed limestone

Jingbo Zhuo, Rafał Panek, Grzegorz Ludwik Golewski, Peng Zhang, Xinyue Xi, Yuanxun Zheng
article en
8 citations

Abstract

Due to the shortage of construction aggregates carbonate rock aggregates – including mainly limestone aggregates – have long been used in structural concrete in many countries worldwide. On the other hand, earlier tests on the shear fracture toughness of concretes with limestone aggregates was very limited and even abandoned for many years. From above reasons in this paper completely new fracture toughness tests performed according to the Mode II fracture for limestone concretes with different grain size distribution. Two types of aggregate grain were used, with maximum grain sizes of 8 mm (LM-1 series concrete) and 16 mm (LM-2 series concrete). During the experiments the critical stress-intensity factor ( K IIc ) and critical unit work of failure ( J IIc ) were determined. Moreover, the size width of microcracks ( W c ) in the ITZ area were examined. Based on the conducted studies it was found that higher values of fracture mechanics parameters were noted as the grain sizes of the aggregate used increased. The increases of fracture mechanics parameters were noticeably greater in the LM-2 concrete compared to the results for the LM-1 concrete, specifically by 27% for K IIc and 35% for J IIc . On the other hand increasing the aggregate size from 2-8 mm to 8-16 mm led to a 33% reduction in W c of limestone concretes. The novelty of the research undertaken resulting from the fact that exploring the properties of concretes with limestone aggregates using Mode II fracture is an important aspect of evaluating the durability and safety of concrete structures subjected mainly to shear forces. • Determination of the fracture toughness K IIc and J IIc in limestone concretes. • The effects of aggregate grain size of limestone concretes on the shear fracture toughness. • The microstructural observations were performed using the SEM. • Detailed analysis of the ITZ area between the aggregate grains and the paste was conducted.

Case Studies in Construction MaterialsVol. 23
Harbin Institute of Technology (CN), Zhengzhou University (CN), Yellow River Institute of Hydraulic Research (CN), Lublin University of Technology (PL)
Ministerstwo Edukacji i Nauki
Sustainable cities and communities
Openalex Percentile: Top 3%
Concrete and Cement Materials Research
7.63
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