Bulletin of the Chinese Ceramic Society, Volume. 44, Issue 3, 924(2025)

Effect of Load Bearing Strip Width on Splitting Tensile Strength of Rock-Filled Concrete

CHEN Xinxiao1, WANG Zhixin1, YANG Yan2、*, and LUO Tao1,2
Author Affiliations
  • 1Shaanxi Key Laboratory of Safety and Durability of Concrete Structures (Xijing University), Xian 710123, China
  • 2College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling 712100, China
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    References(13)

    [5] [5] HUANG Y, SHI C J, OUYANG X, et al. Research progress on splitting tensile test methods and mechanical properties of concrete[J]. Materials Reports, 2021, 35(01): 1131-1140.

    [6] [6] GUO Y B, GAO G F, JING L, et al. Quasi-static and dynamic splitting of high-strength concretes-tensile stress-strain response and effects of strain rate[J]. International Journal of Impact Engineering, 2019, 125: 188-211.

    [8] [8] ROCCO C, GUINEA G V, PLANAS J, et al. Size effect and boundary conditions in the Brazilian test: experimental verification[J]. Materials and Structures, 1999, 32(3): 210-217.

    [10] [10] MIGUEL L F F, RIERA J D, ITURRIOZ I, et al. Influence of the width of the loading strip in the Brazilian tensile test of concrete and other brittle materials[J]. Journal of Materials in Civil Engineering, 2016, 28(11): 04016163.

    [11] [11] TANG T. Effects of load-distributed width on split tension of unnotched and notched cylindrical specimens[J]. Journal of Testing and Evaluation, 1994, 22(5): 401-409.

    [12] [12] WU Z Y, ZHANG J H, YU H F, et al. Three-dimensional mesoscopic investigation on the impact of specimen geometry and bearing strip size on the splitting-tensile properties of coral aggregate concrete[J]. Engineering, 2022, 17: 110-122.

    [14] [14] ZHOU X, XIE Y J, LONG G C, et al. DEM analysis of the effect of interface transition zone on dynamic splitting tensile behavior of high-strength concrete based on multi-phase model[J]. Cement and Concrete Research, 2021, 149: 106577.

    [20] [20] THILAKARATHNA P S M, KRISTOMBU BADUGE K S, MENDIS P, et al. Mesoscale modelling of concrete-A review of geometry generation, placing algorithms, constitutive relations and applications[J]. Engineering Fracture Mechanics, 2020, 231: 106974.

    [21] [21] SONG Z Y, KONIETZKY H, HERBST M. Three-dimensional particle model based numerical simulation on multi-level compressive cyclic loading of concrete[J]. Construction and Building Materials, 2019, 225: 661-677.

    [22] [22] GHOSH S, DHANG N, DEB A. Influence of aggregate geometry and material fabric on tensile cracking in concrete[J]. Engineering Fracture Mechanics, 2020, 239: 107321.

    [25] [25] HAERI H, SARFARAZI V. Numerical simulation of tensile failure of concrete using particle flow code (PFC)[J]. Computers and Concrete, 2016, 18(1): 39-51.

    [26] [26] POTYONDY D O, CUNDALL P A. A bonded-particle model for rock[J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(8): 1329-1364.

    [28] [28] ROCCO C, GUINEA G V, PLANAS J, et al. Review of the splitting-test standards from a fracture mechanics point of view[J]. Cement and Concrete Research, 2001, 31(1): 73-82.

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    CHEN Xinxiao, WANG Zhixin, YANG Yan, LUO Tao. Effect of Load Bearing Strip Width on Splitting Tensile Strength of Rock-Filled Concrete[J]. Bulletin of the Chinese Ceramic Society, 2025, 44(3): 924

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    Paper Information

    Received: Sep. 29, 2024

    Accepted: Apr. 24, 2025

    Published Online: Apr. 24, 2025

    The Author Email: YANG Yan (whyy_whyy@163.com)

    DOI:10.16552/j.cnki.issn1001-1625.2024.1158

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