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硅酸盐通报 ›› 2023, Vol. 42 ›› Issue (8): 2754-2763.

• 水泥混凝土 • 上一篇    下一篇

钢-剑麻混杂纤维再生混凝土断裂性能研究

王二成1,2, 李格格1, 柴颖珂1, 张红春3, 李彦苍1, 王燕杰1   

  1. 1.河北工程大学土木工程学院,邯郸 056038;
    2.河北省装配式结构技术创新中心,邯郸 056038;
    3.河北光太路桥工程集团有限公司,邯郸 056000
  • 收稿日期:2023-04-19 修订日期:2023-05-19 发布日期:2023-08-18
  • 作者简介:王二成(1981—),男,博士,教授。主要从事新型建筑材料与固废资源化利用的研究。E-mail:wangercheng@hebeu.edu.cn
  • 基金资助:
    国家自然科学基金(U21A20164);河北省自然科学基金(E2021402028)

Fracture Performance of Steel-Sisal Hybrid Fiber Recycled Aggregate Concrete

WANG Ercheng1,2, LI Gege1, CHAI Yingke1, ZHANG Hongchun3, LI Yancang1, WANG Yanjie1   

  1. 1. School of Civil Engineering, Hebei University of Engineering, Handan 056038, China;
    2. Innovation Center of Assembly Structure Technology of Hebei Province, Handan 056038, China;
    3. Hebei Guangtai Road and Bridge Engineering Corporation Co., Ltd., Handan 056000, China
  • Received:2023-04-19 Revised:2023-05-19 Published:2023-08-18

摘要: 为改善再生混凝土(RAC)的断裂性能,通过三点弯曲断裂试验,研究了钢纤维、剑麻纤维及钢-剑麻混杂纤维对RAC试件断裂性能的影响。同时,采用数字图像相关(DIC)技术测得RAC试件的裂缝扩展全过程。结果表明:未掺纤维的RAC试件断裂性能较差,而掺入纤维后的RAC试件断裂性能明显提升;单掺钢纤维时,试件的起裂韧度与纤维掺量无关;单掺剑麻纤维时,最佳体积掺量为0.15%,其试件的起裂荷载较未掺纤维RAC试件提高了67%。单掺纤维和混掺纤维均可提高失稳韧度和断裂能,但混掺纤维效果更佳。当体积掺量为1.0%的钢纤维和体积掺量为0.30%的剑麻纤维混杂时,其起裂韧度、失稳韧度和断裂能较未掺纤维的RAC试件分别提高了83.92%、575.86%和1 244.05%。

关键词: 再生混凝土, 钢纤维, 剑麻纤维, 混杂纤维, 断裂性能, 数字图像相关

Abstract: To improve the fracture performance of recycled aggregate concrete (RAC), the effects of steel fiber, sisal fiber, and steel-sisal hybrid fiber on the fracture performance of RAC specimens were studied through three-point bending fracture tests. At the same time, digital image correlation (DIC) technology was used to measure the entire process of crack propagation in RAC specimens. The results show that the fracture performance of RAC specimens without fiber addition is poor, while the fracture performance of RAC specimens with fiber addition is significantly improved. When steel fiber is single doped, the cracking toughness is not related to fiber content. When sisal fiber is single doped, the optimal volume content is 0.15%, the initiation load of RAC specimen is 67% higher than that of RAC specimen without fiber addition. Both single doped and hybrid fiber can improve instability toughness and fracture energy, but hybrid fiber has a better effect. When steel fiber with a volume fraction of 1.0% and sisal fiber with a volume fraction of 0.30% are mixed,initiation toughness, unstable toughness and fracture energy of RAC specimens increase by 83.92%, 575.86%, and 1 244.05% compared with RAC specimen without fiber addition, respectively.

Key words: recycled aggregate concrete, steel fiber, sisal fiber, hybrid fiber, fracture performance, digital image correlation

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