Page 133 - 《爆炸与冲击》2026年第4期
P. 133
第 46 卷 王千惠,等: 负泊松比防爆墙抗爆性分析 第 4 期
2009.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Standard for test method of basic
properties of construction mortar: JGJ/T 70–2009 [S]. Beijing: China Architecture & Building Press, 2009.
[18] 中华人民共和国住房和城乡建设部. 混凝土结构设计规范: GB–50010-2010 [S]. 北京: 中国建筑工业出版社, 2014.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Code for design of concrete structure:
GB–50010–2010 [S]. Beijing: China Architecture & Building Press, 2014.
[19] LE T T, AUSTIN S A, LIM S, et al. Hardened properties of high-performance printing concrete [J]. Cement & Concrete
Research, 2012, 42(3): 558–566. DOI: 10.1016/j.cemconres.2011.12.003.
[20] CEB-FIB. Fib model code for concrete structures 2010 [S]. Berlin: Wilhelm Ernst&Sohn, 2013.
[21] 马宗方, 万伟鹏, 宋琳, 等. 采用欧拉回路的混凝土 3D 打印路径优化算法 [J]. 机械科学与技术, 2024, 43(11): 1954–1960.
DOI: 10.13433/j.cnki.1003-8728.20230082.
MA Z F, WAN W P, SONG L, et al. Path optimization algorithm for 3D printing of concreteusing euler circuit [J]. Mechanical
Science and Technology for Aerospace Engineering, 2024, 43(11): 1954–1960. DOI: 10.13433/j.cnki.1003-8728.20230082.
[22] 杨敏, 来猛刚, 窦艳宁, 田果. 混凝土 3D 打印质量影响因素及控制方法 [J]. 混凝土与水泥制品, 2021(4): 11–16. DOI:
10.19761/j.1000-4637.2021.04.011.06.
YANG M, LAI M G, DOU Y N, et al. Influencing factors and control measures of concrete 3D printing quality [J]. China
Concrete and Cement Products, 2021(4): 11–16. DOI: 10.19761/j.1000-4637.2021.04.011.06.
[23] 杜闯, 宋帅, 张江鹏. 爆炸冲击作用下三种混凝土本构模型对比研究 [J]. 兵器装备工程学报, 2022, 43(11): 49–56. DOI:
10.11209/bqzbgcxb2022.00.007.
DU C, SONG S, ZHANG J P. Comparative study on three concrete constitutive models under blast loading [J]. Journal of
Ordnance Equipment Engineering, 2022, 43(11): 49–56. DOI: 10.11209/bqzbgcxb2022.00.007.
[24] 吴赛, 赵均海, 张冬芳, 等. 自由空气中爆炸冲击波的数值分析 [J]. 工程爆破, 2019, 25(3): 1–6, 31. DOI: 10.3969/j.
issn.1006-7051.2019.03.001.
WU S, ZHAO J H, ZHANG D F, et al. Numerical analysis of explosion wave in free air [J]. Engineering Blasting, 2019,
25(3): 1–6, 31. DOI: 10.3969/j.issn.1006-7051.2019.03.001.
[25] JOHNSON H G R. A computational constitutive model for glass subjected to large strains, high strain rates and high pressures [J].
Journal of Applied Mechanics, 2011, 78(5): 051003. DOI: 10.1115/1.4004326.
[26] 徐世烺, 吴平, 李庆华, 等. 超高韧性水泥基复合材料 K&C 模型参数确定 [J]. 建筑结构学报, 2022, 43(6): 233–244, 256.
DOI: 10.14006/j.jzjgxb.2020.0587.
XU S L, WU P, LI Q H. Determination of K&C model parameters for ultra-high toughness cementitious composites [J].
Journal of Building Structures, 2022, 43(6): 233–244, 256. DOI: 10.14006/j.jzjgxb.2020.0587.
[27] THOMSEN W M. High strain rate analysis of 3D printed concrete as compared to conventionally cast concrete [D]. Rolla,
MO, USA: Missouri University of Science and Technology, 2024.
[28] XIAO J Z, LIU H R, DENG T, et al. Finite element analysis on the anisotropic behavior of 3D printed concrete under
compression and flexure [J]. Additive Manufacturing, 2020, 39(3): 101712. DOI: 10.1016/j.addma.2020.101712.
[29] 张新春, 刘颖, 李娜. 具有负泊松比效应蜂窝材料的面内冲击动力学性能 [J]. 爆炸与冲击, 2012, 32(5): 475–482. DOI:
10.3969/j.issn.1001-1455.2012.05.005.
ZHANG X C, LIU Y, LI N. In-plane dynamic crushing of honeycombs with negative Poisson’s ratio effects [J]. Explosion and
Shock Waves, 2012, 32(5): 475–482. DOI: 10.3969/j.issn.1001-1455.2012.05.005.
(责任编辑 王易难)
045101-16

