Bonding Characteristics and Flexural Stiffening Effect of CFRP Strand Sheets Bonded to Steel Beams
Nagaoka Univ Technol | Nippon Steel Mat Co Ltd
Abstract
Corrosion of steel structures is unavoidable and the structural performance decreases dramatically due to the corrosion. As a repairing method for corroded steel members, bonding carbon fiber sheets with resin had been developed. In this study, in order to clarify the stiffening effect and debonding characteristics of CFRP (Carbon Fiber Reinforcement Polymer) strand sheets, the flexural tests using high strength steel reinforced by CFRP strand sheets were performed. As a result, it was clarified that CFRP strand sheets have stiffening effect equivalent to the theoretical value and its debonding property is practically high enough when FRP sheets have an appropriate bonding length. (C) 2012 Published by Elsevier Ltd. Selection and review under responsibility of University of Zilina, FCE, Slovakia.
MoreTranslated text
Key words
CFRP strand sheets,corrosion,debonding,flexural strengthening,steel members
PDF
View via Publisher
AI Read Science
AI Summary
AI Summary is the key point extracted automatically understanding the full text of the paper, including the background, methods, results, conclusions, icons and other key content, so that you can get the outline of the paper at a glance.
Example
Background
Key content
Introduction
Methods
Results
Related work
Fund
Key content
- Pretraining has recently greatly promoted the development of natural language processing (NLP)
- We show that M6 outperforms the baselines in multimodal downstream tasks, and the large M6 with 10 parameters can reach a better performance
- We propose a method called M6 that is able to process information of multiple modalities and perform both single-modal and cross-modal understanding and generation
- The model is scaled to large model with 10 billion parameters with sophisticated deployment, and the 10 -parameter M6-large is the largest pretrained model in Chinese
- Experimental results show that our proposed M6 outperforms the baseline in a number of downstream tasks concerning both single modality and multiple modalities We will continue the pretraining of extremely large models by increasing data to explore the limit of its performance
Try using models to generate summary,it takes about 60s
Must-Reading Tree
Example

Generate MRT to find the research sequence of this paper
Related Papers
REPAIR METHOD USING CFRP SHEET FOR CORRODED GUSSET PLATE CONNECTION IN TRUSS BRIDGES
Journal of JSCE 2018
被引用1
ADVANCES IN STRUCTURAL ENGINEERING 2020
被引用1
SN Applied Sciences 2019
被引用10
Influence of CFRP Strand Sheet on Flexural Strengthening of Reinforced Concrete Beam
Journal of Advanced Concrete Technology 2020
被引用4
Load-Carrying Capacity of Corroded Gusset Plate Connection and Its Repair Using CFRP Sheets
JOURNAL OF STRUCTURAL ENGINEERING 2021
被引用4
Experimental Studies of Steel Beams Reinforced with Carbon Plastic Composites
IOP Conference Series Materials Science and Engineering 2020
被引用1
Engineering Structures 2022
被引用7
Seismic Retrofit of Diagonal Tension Members in Steel Deck-Truss Bridges Using CFRP Sheets
JOURNAL OF COMPOSITES FOR CONSTRUCTION 2023
被引用0
Data Disclaimer
The page data are from open Internet sources, cooperative publishers and automatic analysis results through AI technology. We do not make any commitments and guarantees for the validity, accuracy, correctness, reliability, completeness and timeliness of the page data. If you have any questions, please contact us by email: report@aminer.cn
Chat Paper
GPU is busy, summary generation fails
Rerequest