Impact resistance performance and comparative analysis of CFRP and steel strand anchors

• Impact response of CFRP and steel strand anchors was investigated. • Internal, gravitational, and impact energies of CFRP/steel strand anchors examined. • The impact resistance of the CFRP strand anchor is lower than its steel counterpart. • The feasibility of applying CFRP strand anchors in highway slope support is verified. • An impact force predictive model was developed based on the current research. In mountain road construction, strand anchors face rapid axial impacts from blasting slope excavations, necessitating high impact resistance for structural stability and durability. CFRP (Carbon Fiber Reinforced Polymer) strand anchors have more complex impact damage mechanisms than metal ones, influenced by various factors. In this study, impact resistance tests were conducted on 15.2 mm diameter CFRP and steel strand anchors. The results indicate the impact resistance of CFRP is approximately 15 % of that of steel strand anchors with the same diameter. The elongation caused by the impact is only 14 % of that under static load. A predictive formula for the maximum impact force of CFRP strand anchors under impact was developed, with experimental validation demonstrating an error margin of less than 5 % between theoretical and measured values.

Authors

Institutions

Publication Details

Journal
Results in Engineering
Published
2024-12-20
DOI
https://doi.org/10.1016/j.rineng.2024.103511
Citations
11
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
Field-Weighted Citation Impact
2.92
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Impact resistance performance and comparative analysis of CFRP and steel strand anchors

Yue Liu, Yize Zuo, T. Tafsirojjaman, Md. Abdur Rakib et al.
11 citations
Results in Engineering
Structural Behavior of Reinforced Concrete
2.92
article

Impact resistance performance and comparative analysis of CFRP and steel strand anchors

Yue Liu, Yize Zuo, T. Tafsirojjaman, Md. Abdur Rakib, Ruixin Jia, Xin Fan, Weiwei Liu, Shuai Guan
article en
11 citations

Abstract

• Impact response of CFRP and steel strand anchors was investigated. • Internal, gravitational, and impact energies of CFRP/steel strand anchors examined. • The impact resistance of the CFRP strand anchor is lower than its steel counterpart. • The feasibility of applying CFRP strand anchors in highway slope support is verified. • An impact force predictive model was developed based on the current research. In mountain road construction, strand anchors face rapid axial impacts from blasting slope excavations, necessitating high impact resistance for structural stability and durability. CFRP (Carbon Fiber Reinforced Polymer) strand anchors have more complex impact damage mechanisms than metal ones, influenced by various factors. In this study, impact resistance tests were conducted on 15.2 mm diameter CFRP and steel strand anchors. The results indicate the impact resistance of CFRP is approximately 15 % of that of steel strand anchors with the same diameter. The elongation caused by the impact is only 14 % of that under static load. A predictive formula for the maximum impact force of CFRP strand anchors under impact was developed, with experimental validation demonstrating an error margin of less than 5 % between theoretical and measured values.

Results in EngineeringVol. 25
Beijing University of Technology (CN), China Railway Construction Corporation (China) (CN), China State Construction Engineering (China) (CN), The University of Adelaide (AU), University of Science and Technology Beijing (CN)
Openalex Percentile: Top 9%
Structural Behavior of Reinforced Concrete
2.92
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.