Compressive stress-strain relationship of limestone calcined clay cement-based UHPC matrix
Limestone calcined clay cement-based ultra-high performance concrete (LC3-UHPC) was found to possess excellent eco-efficiency and mechanical properties. However, the effect of the substitution rate and the calcined clay to limestone powder ratio on the compressive stress-strain relationship of LC3-U...
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Elsevier
2025-07-01
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| Series: | Case Studies in Construction Materials |
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| Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509525000737 |
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| author | Kunjie Fan Peng Du Yao Yao |
| author_facet | Kunjie Fan Peng Du Yao Yao |
| author_sort | Kunjie Fan |
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| description | Limestone calcined clay cement-based ultra-high performance concrete (LC3-UHPC) was found to possess excellent eco-efficiency and mechanical properties. However, the effect of the substitution rate and the calcined clay to limestone powder ratio on the compressive stress-strain relationship of LC3-UHPC matrix remains unclear. This study tested the uniaxial compressive stress-strain relationships of LC3-UHPC matrix with different mix proportions. DTG, SEM-EDS, and MIP have been performed to investigate the hydration process and microstructures. The results show that LC3-UHPC matrix achieves optimal mechanical performance with a 1:2 calcined clay to limestone powder ratio and a 30 % substitution rate of limestone calcined clay (LC2) for cement in this study, while the typical calcined clay to limestone powder ratio for LC3-based normal concrete is 2:1. With the optimal mix, the 28-day compressive strength of 104 MPa can be achieved without employing any special curing, silica fume or fibers. Furthermore, adding an appropriate amount of LC2 (no more than 30 %) to UHPC matrix is found to reduce the nonlinearity of compressive stress-strain relationships, thereby minimizing the plastic deformation of LC3-UHPC matrix. At last, the uniaxial compressive constitutive model proposed by Popovics is used to formulate the compressive stress-strain relationships of LC3-UHPC matrix. It should be noted that the compressive stress-strain relationship of LC3-UHPC matrix is influenced by many factors, such as the chemical composition of raw materials, particle packing density, and the presence of silica fume. Therefore, the optimal mix proportion obtained in this study is not applicable to all scenarios. Nonetheless, this study can provide a reference for the mix proportion design and mechanical performance analysis of LC3-UHPC. |
| format | Article |
| id | doaj-art-9e3d71bdd06243cdba6b6c0ea3969132 |
| institution | Kabale University |
| issn | 2214-5095 |
| language | English |
| publishDate | 2025-07-01 |
| publisher | Elsevier |
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| series | Case Studies in Construction Materials |
| spelling | doaj-art-9e3d71bdd06243cdba6b6c0ea39691322025-01-22T05:41:56ZengElsevierCase Studies in Construction Materials2214-50952025-07-0122e04274Compressive stress-strain relationship of limestone calcined clay cement-based UHPC matrixKunjie Fan0Peng Du1Yao Yao2School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, Xi'an 710072, China; Corresponding author.School of Science, Xi’an University of Architecture and Technology, Xi’an 710055, ChinaSchool of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, Xi'an 710072, China; School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China; Corresponding author at: School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, Xi'an 710072, China.Limestone calcined clay cement-based ultra-high performance concrete (LC3-UHPC) was found to possess excellent eco-efficiency and mechanical properties. However, the effect of the substitution rate and the calcined clay to limestone powder ratio on the compressive stress-strain relationship of LC3-UHPC matrix remains unclear. This study tested the uniaxial compressive stress-strain relationships of LC3-UHPC matrix with different mix proportions. DTG, SEM-EDS, and MIP have been performed to investigate the hydration process and microstructures. The results show that LC3-UHPC matrix achieves optimal mechanical performance with a 1:2 calcined clay to limestone powder ratio and a 30 % substitution rate of limestone calcined clay (LC2) for cement in this study, while the typical calcined clay to limestone powder ratio for LC3-based normal concrete is 2:1. With the optimal mix, the 28-day compressive strength of 104 MPa can be achieved without employing any special curing, silica fume or fibers. Furthermore, adding an appropriate amount of LC2 (no more than 30 %) to UHPC matrix is found to reduce the nonlinearity of compressive stress-strain relationships, thereby minimizing the plastic deformation of LC3-UHPC matrix. At last, the uniaxial compressive constitutive model proposed by Popovics is used to formulate the compressive stress-strain relationships of LC3-UHPC matrix. It should be noted that the compressive stress-strain relationship of LC3-UHPC matrix is influenced by many factors, such as the chemical composition of raw materials, particle packing density, and the presence of silica fume. Therefore, the optimal mix proportion obtained in this study is not applicable to all scenarios. Nonetheless, this study can provide a reference for the mix proportion design and mechanical performance analysis of LC3-UHPC.http://www.sciencedirect.com/science/article/pii/S2214509525000737Limestone calcined clay cement (LC3)Ultra-high performance concrete (UHPC)Limestone powderCalcined clayCompressive stress-strain relationship |
| spellingShingle | Kunjie Fan Peng Du Yao Yao Compressive stress-strain relationship of limestone calcined clay cement-based UHPC matrix Case Studies in Construction Materials Limestone calcined clay cement (LC3) Ultra-high performance concrete (UHPC) Limestone powder Calcined clay Compressive stress-strain relationship |
| title | Compressive stress-strain relationship of limestone calcined clay cement-based UHPC matrix |
| title_full | Compressive stress-strain relationship of limestone calcined clay cement-based UHPC matrix |
| title_fullStr | Compressive stress-strain relationship of limestone calcined clay cement-based UHPC matrix |
| title_full_unstemmed | Compressive stress-strain relationship of limestone calcined clay cement-based UHPC matrix |
| title_short | Compressive stress-strain relationship of limestone calcined clay cement-based UHPC matrix |
| title_sort | compressive stress strain relationship of limestone calcined clay cement based uhpc matrix |
| topic | Limestone calcined clay cement (LC3) Ultra-high performance concrete (UHPC) Limestone powder Calcined clay Compressive stress-strain relationship |
| url | http://www.sciencedirect.com/science/article/pii/S2214509525000737 |
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