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Effect of notch depth ratio and specimen width on mode II fracture properties of ECC

  • Published:2023-09 Issue: Volume:74 Page:106980
  • ISSN:2352-7102
  • Container-title:Journal of Building Engineering
  • language:en
  • Short-container-title:Journal of Building Engineering

Author:

Gao Shuling,Gao Rongrong,Zhu Yanping

Funder

Hubei University of Technology

Natural Science Foundation of Hebei Province

Key Research and Development Project of Hainan Province

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference52 articles.

1. Engineered Cementitious Composites (ECC) Material, Structural, and Durability Performance;Li,2011

2. RC structural wall with unbonded tendons strengthened with high-performance fiber-reinforced concrete;Preti;J. Mater. Struct.,2015

3. Seismic retrofit of steel moment-resisting frames with high-performance fiber-reinforced concrete infill panels: large-scale hybrid simulation experiments [J];Lignos;J. Struct. Eng.,2013

4. Shear strengthening of RC short columns with ECC jacket: cyclic behavior tests [J];Deng;Eng. Struct.,2018

5. Engineered cementitious composites-tailored composites through micromechanical modeling [J];Li;J. Adv. Concr. Technol.,1998

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