Volume 37 Issue 3
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JIN Liu, YANG Wang-xian, YU Wen-xuan, DU Xiu-li. DYNAMIC COMPRESSIVE FAILURE AND SIZE EFFECT IN LIGHTWEIGHT AGGREGATE CONCRETE BASED ON MESO-SCALE SIMULATION[J]. Engineering Mechanics, 2020, 37(3): 56-65. DOI: 10.6052/j.issn.1000-4750.2019.01.0012
Citation: JIN Liu, YANG Wang-xian, YU Wen-xuan, DU Xiu-li. DYNAMIC COMPRESSIVE FAILURE AND SIZE EFFECT IN LIGHTWEIGHT AGGREGATE CONCRETE BASED ON MESO-SCALE SIMULATION[J]. Engineering Mechanics, 2020, 37(3): 56-65. DOI: 10.6052/j.issn.1000-4750.2019.01.0012
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DYNAMIC COMPRESSIVE FAILURE AND SIZE EFFECT IN LIGHTWEIGHT AGGREGATE CONCRETE BASED ON MESO-SCALE SIMULATION

  • Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China

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  • Received Date: January 11, 2019
  • Revised Date: April 03, 2019
    Graphical Abstract
    • Abstract
  • Lightweight aggregate concrete (LWAC) is utilized more and more in practical engineering structures because of the light weight and good thermal insulation performance. In this study, LWAC was regarded a three-phase composite consisting of aggregate particles, a mortar matrix and the interface transition zone. A meso-scale simulation method for modelling the dynamic failure of concrete was established. The plastic damage constitutive model coupling with the effect of strain rate was adopted to describe the mechanical properties of concrete meso-components. The compressive failure behavior and size effect of LWAC under dynamic compressive loading were studied. The simulation results indicated that with the increase in strain rate, the inertia effect became dominant, and the size effect on dynamic compressive strength was gradually weakened and suppressed. At the critical strain rate, the size effect would be completely suppressed. In addition, according to the influence mechanism of strain rate effect, the mechanism of size effect on the dynamic compressive strength of LWAC was studied. A semi-empirical and semi-theoretical "static-dynamic unified size effect law" for quantitatively describing the size effect of LWAC was subsequently established.
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    • References (33)
  • [1]
    Cui H Z, Lo T Y, Memon S A, et al. Effect of lightweight aggregates on the mechanical properties and brittleness of lightweight aggregate concrete[J]. Construction and Building Materials, 2012, 35(10):149-158.
    [2]
    Kayali O, Haque M N, Zhu B. Some characteristics of high strength fiber reinforced lightweight aggregate concrete[J]. Cement and Concrete Composites, 2003, 25(2):207-213.
    [3]
    Agnesini M V C, João A R. Durability of polymer-modified lightweight aggregate concrete[J]. Cement and Concrete Composites, 2004, 26(4):375-380.
    [4]
    曹擎宇, 孙伟, 郝挺宇, 等. 不同类型混凝土弯曲强度尺寸效应[J]. 北京工业大学学报, 2013, 39(9):1311-1315. Cao Qingyu, Sun Wei, Hao Tingyu, et al. Size effect on flexural strength of various concrete[J]. Journal of Beijing University of Technology, 2013, 39(9):1311-1315. (in Chinese)
    [5]
    Wu C H, Kan Y C, Huang C H, et al. Flexural behavior and size effect of full scale reinforced lightweight concrete beam[J]. Journal of Marine Science and Technology, 2011, 19(2):132-140.
    [6]
    Li M, Hao H, Shi Y, et al. Specimen shape and size effects on the concrete compressive strength under static and dynamic tests[J]. Construction and Building Materials, 2018, 161:94-93.
    [7]
    Elfahal M M, Krauthammer T. Dynamic size effect in normal-and high-strength concrete cylinders[J]. ACI Materials Journal, 2005, 102(2):77-85.
    [8]
    Wang X, Zhang S, Wang C, et al. Experimental investigation of the size effect of layered roller compacted concrete (RCC) under high-strain-rate loading[J]. Construction and Building Materials, 2018, 165:45-57.
    [9]
    Jin L, Yu W X, Du X L, et al. Meso-scale modelling of the size effect on dynamic compressive failure of concrete under different strain rates[J]. International Journal of Impact Engineering, 2019, 125:1-12.
    [10]
    Du X L, Jin L, Ma G W. Meso-element equivalent method for the simulation of macro mechanical properties of concrete[J]. International Journal of Damage Mechanics, 2013, 22(5):617-642.
    [11]
    Du X, Jin L, Ma G. A meso-scale analysis method for the simulation of nonlinear damage and failure behavior of reinforced concrete members[J]. International Journal of Damage Mechanics, 2013, 22(6):878-904.
    [12]
    Sadouki H, Wittmann F H. On the analysis of the failure process in composite materials by numerical simulation[J]. Materials Science and Engineering A, 1988, 104(6):9-20.
    [13]
    Cusatis G, Mencarelli A, Pelessone D, et al. Lattice discrete particle model (LDPM) for failure behavior of concrete. II:Calibration and validation[J]. Cement and Concrete Composites, 2011, 33(9):891-905.
    [14]
    Grassl P, Grégoire D, Solano L R, et al. Meso-scale modelling of the size effect on the fracture process zone of concrete[J]. International Journal of Solids and Structures, 2012, 49(13):1818-1827.
    [15]
    Zhou X Q, Hao H. Modelling of compressive behaviour of concrete-like materials at high strain rate[J]. International Journal of Solids & Structures, 2008, 45(17):4648-4661.
    [16]
    Jin L, Xu C, Han Y, et al. Effect of end friction on the dynamic compressive mechanical behavior of concrete under medium and low strain rates[J]. Shock and Vibration, 2016, 2016:1-20.
    [17]
    Du X, Jin L, Ma G. Numerical simulation of dynamic tensile-failure of concrete at meso-scale[J]. International Journal of Impact Engineering, 2014, 66(4):5-17.
    [18]
    金浏, 杜修力. 加载速率对混凝土拉伸破坏行为影响的细观数值分析[J]. 工程力学, 2015, 32(8):42-49. Jin Liu, Du Xiuli. Meso-scale numerical analysis of the effect of loading rate on the tensile failure behavior of concrete[J]. Engineering Mechanics, 2015, 32(8):42-49. (in Chinese)
    [19]
    Lee J, Fenves G L. Plastic-damage model for cyclic loading of concrete structures[J]. Journal of Engineering Mechanics, 1998, 124(8):892-900.
    [20]
    王立成, 陈桂斌. 基于细观刚体弹簧元的轻骨料混凝土力学性能数值模拟[J]. 水利学报, 2008, 39(5):80-87. Wang Licheng, Chen Guibin. Mesoscopic simulation for mechanical properties of lightweight aggregate concrete by rigid body spring model[J]. Journal of Hydraulic Engineering, 2008, 39(5):80-87. (in Chinese)
    [21]
    Dilger W H, Koch R, Kowalczyk R. Ductility of plain and confined concrete under different strain rates[J]. Journal Proceedings, 1984, 81(1):73-81.
    [22]
    Bischoff P H, Perry S H. Compressive behaviour of concrete at high strain rates[J]. Materials and Structures, 1991, 24(6):425-450.
    [23]
    Hao Y, Hao H, Li Z X. Influence of end friction confinement on impact tests of concrete material at high strain rate[J]. International Journal of Impact Engineering, 2013, 60:82-106.
    [24]
    Zhou X Q, Hao H. Modelling of compressive behaviour of concrete-like materials at high strain rate[J]. International Journal of Solids and Structures, 2008, 45(17):4648-4661.
    [25]
    Cusatis G. Strain-rate effects on concrete behavior[J]. International Journal of Impact Engineering, 2011, 38(4):162-170.
    [26]
    Comite Euro-International D B. CEB-FIP model code 1990[S]. Trowbridge, Wiltshire, UK:Redwood Books, 1991.
    [27]
    Bažant Z P, Caner F C, Adley M D, et al. Fracturing rate effect and creep in micro-plane model for dynamics[J]. ASCE Journal of Engineering Mechanics, 2000, 126(9):962-970.
    [28]
    王振宇, 丁建彤, 郭玉顺. 结构轻骨料混凝土的应力-应变全曲线[J]. 混凝土, 2005(3):39-41. Wang Zhenyu, Ding Jiantong, Guo Yushun. Stress-strain curves of structural lightweight aggregate concretes[J]. Concrete, 2005(3):39-41. (in Chinese)
    [29]
    黄锦波. 轻骨料混凝土和粉煤灰混凝土强度尺寸效应研究[D]. 北京:北京建筑工程学院, 2007. Huang Jinbo. Study on strength size effect of lightweight aggregate concrete and fly ash concrete[D]. Beijing:Beijing Institute of Civil Engineering and Architecture, 2007. (in Chinese)
    [30]
    刘传雄, 李玉龙, 吴子燕, 等. 混凝土材料的动态压缩破坏机理及本构关系[J]. 振动与冲击, 2011, 30(5):1-5. Liu Chuanxiong, Li Yulong, Wu Ziyan, et al. Failure mechanism and constitutive model of a concrete material under dynamic compressive loads[J]. Journal of Vibration and Shock, 2011, 30(5):1-5. (in Chinese)
    [31]
    Malvar L J, Ross C A. Review of strain rate effects for concrete in tension[J]. Materials Journal, 1998, 95(6):735-739.
    [32]
    Bažant Z P, Planas J. Fracture and size effect in concrete and other quasibrittle materials[M]. Routledge:CRC Press, 1998:7-15.
    [33]
    Weibull W. The phenomenon of rupture in solids[J]. Proceedings of Royal Sweden Institute of Engineering Research, 1939, 153:1-55.
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