聚丙烯粗纤维混凝土拉伸软化本构关系研究

刘金慧; 刘晓龙; 刘涛; 董伟

doi:10.3724/j.gyjzG23091904

聚丙烯粗纤维混凝土拉伸软化本构关系研究

doi: 10.3724/j.gyjzG23091904

刘金慧¹,
刘晓龙¹,
刘涛¹,
董伟^2, ,

1. 国网辽宁省电力有限公司大连供电公司, 辽宁大连 116001;
2. 大连理工大学建设工程学部, 辽宁大连 116024

基金项目:

国家自然科学基金项目(52179123)。

详细信息

作者简介:
刘金慧,硕士,高级工程师,主要从事纤维混凝土力学性能研究。

通讯作者:
董伟,博士,教授,主要从事混凝土断裂力学研究,dongwei@dlut.edu.cn。

计量
- 文章访问数: 64
- HTML全文浏览量: 6
- PDF下载量: 0
- 被引次数: 0
出版历程
- 收稿日期: 2023-09-19
- 网络出版日期: 2024-06-22

Research on Tensile Softening Constitutive Relation of Macro Polypropylene Fiber Reinforced Concrete

1. Dalian Power Supply Company, State Grid Liaoning Electric Power Co., Ltd., Dalian 116001, China;
2. Faculty of Construction Engineering, Dalian University of Technology, Dalian 116024, China

摘要

摘要: 为了揭示聚丙烯粗纤维的增强增韧机理,开展了聚丙烯粗纤维混凝土拉伸软化本构关系的研究,选取了三种纤维长度,即20、30、40 mm,和三种纤维质量掺量,即0.13%、0.17%、0.21%,通过劈裂拉伸试验与三点弯曲断裂试验研究聚丙烯粗纤维混凝土的力学及断裂性能,包括抗拉强度、起裂荷载和峰值荷载。采用改进J积分法推导聚丙烯粗纤维混凝土的拉伸软化本构关系。结果表明:随着裂缝张开位移的增加,黏聚应力快速降低;与普通混凝土相比,聚丙烯粗纤维混凝土应力自由张开位移显著增大,混凝土断裂过程区长度显著增加,材料脆性程度显著降低。根据Wittmann推荐的简化方法,提出了聚丙烯粗纤维混凝土双线型软化曲线,曲线中的转折点处的黏聚应力σ_s = 0.135f_t,转折点处的裂缝张开位移w_s = 0.054G_f/f_t,应力自由张开位移w₀ = 14.417G_f/f_t。随着纤维长度与质量掺量的增加,应力自由张开位移w₀显著提高,表明材料脆性程度显著降低。
- 聚丙烯粗纤维 /
- 混凝土 /
- 拉伸软化本构关系 /
- 纤维长度 /
- 质量掺量
Abstract: In order to reveal strengthening and toughening mechanisms of the macro polypropylene fiber reinforced concrete, the tensile softening constitutive relation of the macro polypropylene fiber reinforced concrete was investigated. Three fiber lengths, i.e. 20 mm, 30 mm and 40 mm, and three mass contents, i.e. 0.13%, 0.17% and 0.21%, were selected. Mechanical and fracture properties of the macro polypropylene fiber reinforced concrete, i.e. tensile strength, initial cracking load, and the maximum load, were studied by the splitting tensile test and the three-point bending fracture test, and the tensile softening constitutive relation was derived by the improved J-integral method. The results showed that the cohesive stress decreased rapidly with the increase of the crack opening displacement. Compared with the ordinary concrete, the stress free opening displacement of the macro polypropylene fiber reinforced concrete significantly increased and the fracture process zone length significantly increased, indicating that the brittleness degree significantly reduced. According to the simplified method recommended by Wittmann, a bilinear softening curve for the macro polypropylene fiber reinforced concrete was proposed, in which the cohesive stress at the turning point σ_s = 0.135f_t, the crack opening displacement at the turning point w_s = 0.054G_f/f_t, and the stress free opening displacement w₀ = 14.417G_f/f_t. With the increase of fiber length and mass content, the stress free opening displacement w₀ significantly increased, indicating that the brittleness degree significantly decreased.
- macro polypropylene fiber /
- concrete /
- tensile softening constitutive relation /
- fiber length /
- mass content

HTML全文

参考文献(15)

[1]	张秉宗, 贡力, 杜强业, 等. 西北盐渍干寒地区聚丙烯纤维混凝土耐久性损伤试验研究[J]. 材料导报, 2022, 36(17): 108-114.
[2]	樊悦. 聚丙烯纤维增强混凝土断裂过程区分析与断裂性能研究[D]. 哈尔滨:哈尔滨工业大学, 2022.
[3]	梁宁慧, 任联玺, 周侃, 等. 聚丙烯粗纤维对泵送混凝土性能的影响及灰色关联分析[J]. 硅酸盐通报, 2022, 41(1): 88-99.
[4]	EISSA A, BATSON G. Model for predicting the fracture process zone and R-curve for high strength FRC[J]. Cement and Concrete Composites, 1996, 18(2): 125-133.
[5]	HILLERBORG A, MODÉER M, PETERSSON P. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements[J]. Cement and Concrete Research, 1976, 6(6): 773-781.
[6]	皇民, 段敬民, 张佳祥, 等. 冻融循环下玄武岩纤维增强复材混凝土的断裂损伤及软化本构关系[J]. 工业建筑, 2021, 51(8): 199-205.
[7]	董伟, 张利花, 吴智敏. 岩石-混凝土界面拉伸软化本构关系试验研究[J]. 水利学报, 2014, 45(6): 712-719.
[8]	UCHIDA Y. Determination of tension softening diagrams of various kinds of concrete by means of numerical analysis[C]//Proc. of International Conference on Fracture Mechanics of Concrete and Concrete Structures. 1995.
[9]	KITSUTAKA Y. Evaluation of elasto-plastic fracture parameters for concrete based on poly-linear approximation analysis of tension softening diagram[J]. Journal of Structural and Construction Engineering, 1995, 60: 17-24.
[10]	NIWA J, SUMRANWANICH T, TANGTERMSIRIKUL S. New method to determine tension softening curve of concrete[C]//Proc. of Fracture Mechanics of Concrete Structures. 1998.
[11]	梁宁慧, 缪庆旭, 刘新荣, 等. 聚丙烯纤维增强混凝土断裂韧度及软化本构曲线确定[J]. 吉林大学学报(工学版), 2019, 49(4): 1144-1152.
[12]	赵志方, 徐世烺. 混凝土软化本构曲线形状对双K断裂参数的影响[J]. 土木工程学报, 2001(5): 29-34.
[13]	ZHANG X, RONG H, YUAN W, et al. Experimental investigation on the fracture properties of concrete under different exposure conditions[J]. Theoretical and Applied Fracture Mechanics, 2023, 127, 104073.
[14]	YUAN, W, DONG W, ZHANG B, et al. Determination of double-K fracture parameters of concrete using bottom-notched splitting test[J]. Journal of Materials in Civil Engineering, 2023, 35(5), 04023066.
[15]	WITTMANN F, HU X. Fracture process zone in cementitious materials[J]. International Journal of Fracture, 1991, 51(1): 3-18.