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

Experimental and numerical failure analysis of SLJ and SSLJ CFRP joints using the LaRC05 criterion within a combined XFEM-CZM

View through CrossRef
Abstract In this study, we present an experimental and numerical analysis of single-stepped-lap joint (SSLJ) and single-lap joint (SLJ) assemblies made from carbon/epoxy composites (CFRP). The study aims to evaluate the impact of joint geometry and substrate thickness (2.0 mm and 4.0 mm) on the mechanical behavior and structural integrity of the joints. CFRP composite plates were machined using CNC milling and then bonded using a structural epoxy adhesive before being subjected to tensile testing. A three-dimensional finite-element model in Abaqus, incorporating cohesive zone modeling (CZM) for the adhesive and the LaRC05 criterion coupled with the extended finite element method (XFEM) for the composite substrate, was developed. The numerical predictions show very good agreement with the experimental data. The results show that the stepped joint (SSLJ) consistently outperforms the conventional SLJ joint, increasing the ultimate load at failure by 11.15% for a thickness of 2.0 mm (reaching 7,584 N compared to 6,823 N for the SLJ). This improvement is due to better alignment of the load line and a reduction in the secondary bending moment (Goland and Reissner effect). Conversely, increasing the substrate thickness from 2.0 mm to 4.0 mm results in a gradual reduction in ultimate strength for both configurations (a decrease of 4.13% for the stepped joint and 6.36% for the SLJ). Although a thicker substrate increases the overall flexural stiffness of the plate outside the joint, the increased eccentricity of the load accentuates the local out-of-plane bending moment and intensifies the combined stresses at the ends of the adhesive joint. The LaRC05/XFEM model accurately captured the transition from cohesive failure of the adhesive to localized delamination of the substrate. This work demonstrates that the stepped configuration, combined with an optimal substrate thickness of 2.0 mm, offers the best mechanical performance.
Title: Experimental and numerical failure analysis of SLJ and SSLJ CFRP joints using the LaRC05 criterion within a combined XFEM-CZM
Description:
Abstract In this study, we present an experimental and numerical analysis of single-stepped-lap joint (SSLJ) and single-lap joint (SLJ) assemblies made from carbon/epoxy composites (CFRP).
The study aims to evaluate the impact of joint geometry and substrate thickness (2.
0 mm and 4.
0 mm) on the mechanical behavior and structural integrity of the joints.
CFRP composite plates were machined using CNC milling and then bonded using a structural epoxy adhesive before being subjected to tensile testing.
A three-dimensional finite-element model in Abaqus, incorporating cohesive zone modeling (CZM) for the adhesive and the LaRC05 criterion coupled with the extended finite element method (XFEM) for the composite substrate, was developed.
The numerical predictions show very good agreement with the experimental data.
The results show that the stepped joint (SSLJ) consistently outperforms the conventional SLJ joint, increasing the ultimate load at failure by 11.
15% for a thickness of 2.
0 mm (reaching 7,584 N compared to 6,823 N for the SLJ).
This improvement is due to better alignment of the load line and a reduction in the secondary bending moment (Goland and Reissner effect).
Conversely, increasing the substrate thickness from 2.
0 mm to 4.
0 mm results in a gradual reduction in ultimate strength for both configurations (a decrease of 4.
13% for the stepped joint and 6.
36% for the SLJ).
Although a thicker substrate increases the overall flexural stiffness of the plate outside the joint, the increased eccentricity of the load accentuates the local out-of-plane bending moment and intensifies the combined stresses at the ends of the adhesive joint.
The LaRC05/XFEM model accurately captured the transition from cohesive failure of the adhesive to localized delamination of the substrate.
This work demonstrates that the stepped configuration, combined with an optimal substrate thickness of 2.
0 mm, offers the best mechanical performance.

Related Results

PENGUATAN BALOK KAYU SENGON (PARASERIANTHES FALCATARIA) DENGAN MENGGUNAKAN CFRP DALAM MENAHAN BEBAN LENTUR
PENGUATAN BALOK KAYU SENGON (PARASERIANTHES FALCATARIA) DENGAN MENGGUNAKAN CFRP DALAM MENAHAN BEBAN LENTUR
ABSTRACT     Sengon wood (Paraserianthes Falcataria) is one of the wood varieties that is often used in Indonesiain the forest industry. This type of wood was chosen because it gro...
Frequency of Common Chromosomal Abnormalities in Patients with Idiopathic Acquired Aplastic Anemia
Frequency of Common Chromosomal Abnormalities in Patients with Idiopathic Acquired Aplastic Anemia
Objective: To determine the frequency of common chromosomal aberrations in local population idiopathic determine the frequency of common chromosomal aberrations in local population...
ANALISIS GESER PADA BALOK BAMBU SUSUN VERTIKAL MENGGUNAKAN PERKUATAN CARBON FIBER REINFORCED POLYMER (CFRP)
ANALISIS GESER PADA BALOK BAMBU SUSUN VERTIKAL MENGGUNAKAN PERKUATAN CARBON FIBER REINFORCED POLYMER (CFRP)
Abstract Bamboo is a type of building material that has been used by humans for a long time. The strength of bamboo which can be matched with steel makes it popular as a construct...
The damage characteristics and mechanism of CFRP during laser joining of CFRP/mild steel dissimilar joint
The damage characteristics and mechanism of CFRP during laser joining of CFRP/mild steel dissimilar joint
This paper presents an investigation on the thermal damage characteristics and mechanism of carbon fiber reinforced polymer (CFRP) during fiber laser joining between CFRP and mild ...
Experimental Research and Numerical Analysis of CFRP Retrofitted Masonry Triplets under Shear Loading
Experimental Research and Numerical Analysis of CFRP Retrofitted Masonry Triplets under Shear Loading
This paper presents an experimental and numerical study into the shear response of brick masonry triplet prisms under different levels of precompression, as well as samples reinfor...
XFEM Model for Characterizing Fracture Toughness of X52 Pipe Steels
XFEM Model for Characterizing Fracture Toughness of X52 Pipe Steels
Abstract The extended finite element method (XFEM) has recently emerged as a highly effective tool for analyzing crack propagation in complex structures, but its ...
Life-Cycle Cost Analysis of Long-Span CFRP Cable-Stayed Bridges
Life-Cycle Cost Analysis of Long-Span CFRP Cable-Stayed Bridges
With the advantages of high strength, light weight, high corrosion and fatigue resistance, and low relaxation, carbon-fiber-reinforced polymer (CFRP) is an excellent cable material...
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...

Back to Top