您当前的位置：
首页 >
文章列表页 >
Experiment and numerical analysis on fracture toughness of polypropylene fiber reinforced concrete
更新时间：2025-05-26

    • Experiment and numerical analysis on fracture toughness of polypropylene fiber reinforced concrete

    • “The latest research reveals the fracture characteristics of polypropylene fiber-reinforced concrete, and a four stage fracture model is used to determine structural failure, providing scientific basis for engineering applications.”
    • Journal of Jilin University(Engineering and Technology Edition)   Vol. 54, Issue 10, Pages: 2884-2896(2024)
    • 作者机构：

      哈尔滨工业大学（深圳） 广东省土木工程智能韧性结构重点实验室，广东 深圳 518055

    • DOI：10.13229/j.cnki.jdxbgxb.20221551    

      CLC： TU528

    • Received：04 December 2022，

      Published：01 October 2024

    移动端阅览

  • XU Ying,FAN Yue,WANG Qing-yuan,et al.Experiment and numerical analysis on fracture toughness of polypropylene fiber reinforced concrete[J].Journal of Jilin University(Engineering and Technology Edition),2024,54(10):2884-2896. DOI： 10.13229/j.cnki.jdxbgxb.20221551.

  •  
  •  

0

Views

5

下载量

0

CSCD

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Influence of surface treatment on basalt fiber reactive powder concrete mechanical properties and fracture characteristics
Analysis of crack characteristics of fiber-reinforced expansive soil under wetting-drying cycle
Analysis of coal reservoir gas characteristics and main controlling factors in Hedong mining area, Urumqi city, Xingjiang Uygur Autonomous Region
A new method for identifying gas-water layer in tight sandstone gas reservoirs： Case Study of Su76 well area
Geologically distributing relation of crude oils and source rocks in Ying’er Sag,Jiuquan Basin

Related Author

LIU Han-bing
GAO Xin
GONG Ya-feng
LIU Shi-qi
LI Wen-jun
Chun-peng HAN
Jia-yi TIAN
Jian ZHANG

Related Institution

College of Transportation， Jilin University
College of Civil Engineering, Northeast Forestry University
0