Pullout Behavior of Bundled Aramid Fiber in Fiber-Reinforced Cementitious Composite
The tensile performance of fiber-reinforced cementitious composite (FRCC) after first matrix cracking is characterized by a tensile stress–crack width relationship called the bridging law. The bridging law can be obtained by an integral calculus of forces carried by individual bridging fibers consid...
Main Authors: | Toshiyuki Kanakubo, Saki Echizen, Jin Wang, Yu Mu |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-04-01
|
Series: | Materials |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1944/13/7/1746 |
Similar Items
-
Modeling of Bridging Law for Bundled Aramid Fiber-Reinforced Cementitious Composite and its Adaptability in Crack Width Evaluation
by: Daiki Sunaga, et al.
Published: (2021-01-01) -
Influence of Matrix Strength on Bridging Performance of Fiber-Reinforced Cementitious Composite with Bundled Aramid Fiber
by: Toshiyuki Kanakubo, et al.
Published: (2022-04-01) -
Investigation of soil deformation characteristics during pullout of a ribbed reinforcement using X-ray micro CT
by: Ryunosuke Kido, et al.
Published: (2021-06-01) -
Model Test of the Pullout Bearing Capacity of End-Bearing Torpedo Anchors
by: Gang Li, et al.
Published: (2022-05-01) -
Numerical investigation of gravity-grouted soil-nail pullout capacity in sand
by: Won Myoung-Soo, et al.
Published: (2023-11-01)