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龄期对碾压混凝土双K断裂参数影响的试验研究

李根 王学志 张晓飞 陈意勤 胡柯心 李春蕊

长江科学院院报2019,Vol.36Issue(2):139-143,5.
长江科学院院报2019,Vol.36Issue(2):139-143,5.DOI:10.11988/ckyyb.20170811

龄期对碾压混凝土双K断裂参数影响的试验研究

Influence of Age on Double-K Fracture Parameters of Roller Compacted Concrete

李根 1王学志 2张晓飞 1陈意勤 3胡柯心 4李春蕊1

作者信息

  • 1. 辽宁工业大学 土木建筑工程学院,辽宁 锦州 121000
  • 2. 天津市赛达伟业有限公司,天津 300000
  • 3. 西安理工大学 水利水电学院,西安 710048
  • 4. 潍坊市公路路桥工程建设开发中心,山东 潍坊 261061
  • 折叠

摘要

Abstract

The influence of age on Double-K fracture parameters of roller-compacted concrete ( RCC) was investiga-ted via fracture test on eighteen RCC wedge splitting specimens at different ages (28 d, 60 d, and 90 d). The ef-fective crack length, initial fracture toughness and unstable fracture toughness of the RCC specimens of different a-ges were acquired. Results revealed that with the growth of age, the critical pressure for initial cracking and critical pressure for instability both expanded, and the ratio of critical pressure for initial cracking to critical pressure for in-stability also increased. With the age increasing from 28 d to 90 d, initial cracking toughness KiniIC and unstable cracking toughness KunIC climbed by 0.216 0 MPa·m1/2 and 0.292 2 MPa·m1/2, respectively; the ratio of KiniIC to KunIC maintained between 0. 5 and 0. 6 in general. Effective critical cracking length and subcritical crack extension both changed in a negative relation with age, implying that smaller age results in better toughness of specimens.

关键词

碾压混凝土/双K断裂理论/龄期/楔入劈拉试验/断裂韧度

Key words

roller-compacted concrete/double-K fracture parameters/age/wedge splitting test/fracture toughness

分类

建筑与水利

引用本文复制引用

李根,王学志,张晓飞,陈意勤,胡柯心,李春蕊..龄期对碾压混凝土双K断裂参数影响的试验研究[J].长江科学院院报,2019,36(2):139-143,5.

基金项目

国家自然科学基金面上项目(51479168) (51479168)

辽宁省自然科学基金项目(2015020214) (2015020214)

长江科学院院报

OA北大核心CSCDCSTPCD

1001-5485

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