Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Study on the tensile failure mechanisms of CFRP‐Al flat‐joggle‐flat bonded joints

View through CrossRef
AbstractThis paper focuses on CFRP‐Al bonded joints, experimentally investigating the effects of joint geometries, different types of adhesives, and overlap lengths on the mechanical properties of bonded joints. Digital Image Correlation (DIC) technology was used to monitor the entire tensile processes, and the deformations and fracture processes of the bonded joints were captured. The strain evolution processes of the joints were obtained through analysis, and quantitative analyses of the joint fracture surfaces were conducted. The results indicate that the special geometric shape of the Flat‐Joggle‐Flat (FJF) bonded joint reduce secondary bending effects. Additionally, the joggle section participates in load transfer, significantly enhancing the joint's mechanical performance and altering its failure mode. Joints using ductile adhesives exhibit higher tensile mechanical properties compared to those using brittle adhesives. Compared to the bearing capacity of single‐lap bonded joints with the same overlap length and adhesive, the mechanical performance improvement of FJF bonded joints using ductile adhesives is less pronounced than that of FJF bonded joints using brittle adhesives. Increasing the overlap length enhances the mechanical properties of bonded joints. This study is expected to provide a reference for the engineering application of FJF bonded joints.Highlights FJF joints have higher bearing capacities compared to single lap joints. Ductile adhesives can effectively increase the bearing capacities of joints. Increasing the overlap length can improve the bearing capacities of joints. The end and middle of the FJF joints jointly bear the load effect. The failure modes of FJF joints are different from that of single lap joints.
Title: Study on the tensile failure mechanisms of CFRP‐Al flat‐joggle‐flat bonded joints
Description:
AbstractThis paper focuses on CFRP‐Al bonded joints, experimentally investigating the effects of joint geometries, different types of adhesives, and overlap lengths on the mechanical properties of bonded joints.
Digital Image Correlation (DIC) technology was used to monitor the entire tensile processes, and the deformations and fracture processes of the bonded joints were captured.
The strain evolution processes of the joints were obtained through analysis, and quantitative analyses of the joint fracture surfaces were conducted.
The results indicate that the special geometric shape of the Flat‐Joggle‐Flat (FJF) bonded joint reduce secondary bending effects.
Additionally, the joggle section participates in load transfer, significantly enhancing the joint's mechanical performance and altering its failure mode.
Joints using ductile adhesives exhibit higher tensile mechanical properties compared to those using brittle adhesives.
Compared to the bearing capacity of single‐lap bonded joints with the same overlap length and adhesive, the mechanical performance improvement of FJF bonded joints using ductile adhesives is less pronounced than that of FJF bonded joints using brittle adhesives.
Increasing the overlap length enhances the mechanical properties of bonded joints.
This study is expected to provide a reference for the engineering application of FJF bonded joints.
Highlights FJF joints have higher bearing capacities compared to single lap joints.
Ductile adhesives can effectively increase the bearing capacities of joints.
Increasing the overlap length can improve the bearing capacities of joints.
The end and middle of the FJF joints jointly bear the load effect.
The failure modes of FJF joints are different from that of single lap joints.

Related Results

CFRP Mooring Lines For Modu Applications
CFRP Mooring Lines For Modu Applications
Abstract Precise station keeping is a requirement of mobile offshore drilling units (MODUs) and production vessels operating in ultra-deepwater. DeepSea Engineeri...
EVALUASI KINERJA ENERGI SERAP BALOK JEMBATAN KOMPOSIT KAYU LAMINASI-BETON BERLAPIS CFRP PADA BEBAN STATIS
EVALUASI KINERJA ENERGI SERAP BALOK JEMBATAN KOMPOSIT KAYU LAMINASI-BETON BERLAPIS CFRP PADA BEBAN STATIS
This study aims to analyse the ability of a glulam-concrete composite bridge beam coated with carbon fibre-reinforced polymer (CFRP) to absorb energy under static loading condition...
Evolutionary origin of synovial joints
Evolutionary origin of synovial joints
AbstractSynovial joints, characterized by reciprocally congruent and lubricated articular surfaces separated by a cavity, are hypothesized to have evolved from continuous cartilagi...
Recycled CFRP Plate Retrofitting using Adhesive and TRS for Steel Girders
Recycled CFRP Plate Retrofitting using Adhesive and TRS for Steel Girders
AbstractThe retrofitting method using CFRP (Carbon Fiber Reinforced Plastic) plates was applied to a steel highway bridge in 2002 for the first time in Japan, where some of CFRP pl...
Development of Lightweight Thin-Walled Aluminum Bumper Reinforcement Adhered with Unidirectional CFRP Sheet
Development of Lightweight Thin-Walled Aluminum Bumper Reinforcement Adhered with Unidirectional CFRP Sheet
"Since bumper reinforcements are positioned at front/rear ends of vehicles, weight reduction of the bumper reinforcements improves vehicle dynamic performance by reducing a yaw mom...
Effects of Tool-Edge Form during the Drilling of CFRP
Effects of Tool-Edge Form during the Drilling of CFRP
The drilling of carbon fiber reinforced plastics (CFRP) involves many problems such as an extremely short tool life or CFRP delamination occurring at the exit surface of drill. In ...
Numerical Investigation for Strengthening a Concrete Filled Steel Tube Composite Columns Using CFRP
Numerical Investigation for Strengthening a Concrete Filled Steel Tube Composite Columns Using CFRP
Hollow and concrete-filled steel tubes (CFSTs) are widely used as columns in many structural systems and local buckling can occur when they are subjected to axial compression loadi...

Back to Top