Showing posts with label cohesive zone model. Show all posts
Showing posts with label cohesive zone model. Show all posts

Saturday, 3 June 2023

Adhesive Type, Geometry, Bonding Method, and Adherend Material Effects on the Strength of Adhesively-Bonded T-Joints | Chapter 11 | Research Highlights in Science and Technology Vol. 3

 The sticking bonding method is employed from the aeronautical/aerospace manufacturing to current house fruit. To comply with the requirements of apparent applications, various joint configurations are available to the designer. T-cheap hangouts are seldom intentional in the literature, but these are used, exemplification, in aircraft to bond the something that holds up structure beams to the skin, or in the cars between the B-mainstay and the rocker. This work originally aims to validate the close-knit zone modelling (CZM) method with experiments, and before use it to numerically evaluate and optimize the act of T-joints commit peel loads. CZM is nowadays regarded as ultimate powerful substance prediction tool for sticking joints, and maybe a valuable tool to improve T-junctures. Different features are discussed for a complete analysis: sticking type, geometrical parameters, two-fold-adhesive method for strength improvement, and composite cheap hangouts. The evaluated concerning manipulation of numbers parameters are the base adherend thickness (a), T-part denseness (t), overlap or sticking length (l) and curvature sweep (r). As a result of this work, the model was successfully endorsed, and clear design guidelines were provided to outline the ideal geometric and material (sticking) conditions for best performance.

Author(s) Details:

J. P. M. Lopes,
ISEP, School of Engineering, Polytechnic of Porto, Rua Dr. António Bernardino de Almeida, 431, 4200-072 Porto, Portugal.

R. D. S. G. Campilho,
ISEP, School of Engineering, Polytechnic of Porto, Rua Dr. António Bernardino de Almeida, 431, 4200-072 Porto, Portugal and INEGI, Pólo FEUP, Rua Dr. Roberto Frias, s/n, 4200-465 Porto, Portugal.

M. A. Bellali,
Laboratory of Physical Mechanics of Materials (LMPM), Djillali Liabes University of Sidi Bel-Abbes, Algeria.

M. Baghdadi,
Laboratory of Physical Mechanics of Materials (LMPM), Djillali Liabes University of Sidi Bel-Abbes, Algeria.

Please see the link here: https://stm.bookpi.org/RHST-V3/article/view/10762


Thursday, 18 August 2022

Validation of Numerical Approach for the Analysis of Adhesively-bonded Scarf Joints | Chapter 9 | Technological Innovation in Engineering Research Vol. 7

 The numerical method that is most frequently used for adhesive bonds is the Cohesive Zone Model (CZM). In order to predict joint strength under mixed-mode loading, this work validates CZM laws in traction and shear that were calculated by using the direct technique. This chapter looked at scarf joints with different scarf angles () and adhesives with different ductilities. Based on pure-mode cohesive laws, simplified triangular, trapezoidal, and exponential laws were created and assessed for each glue. Their validity was determined by comparing the numerical predictions to the results of the experiments. By using the direct method, it was possible to produce extremely accurate predictions for the maximum load (Pm), which showed that cohesive law shape was best for each adhesive/geometry combination. This analysis has led to the conclusion that no significant Pm mistakes are incurred by the selection of a less appropriate law.


Author(s) Details:

D. F. O. Silva,
Departamento de Engenharia Mecânica, Instituto Superior de Engenharia do Porto, Instituto Politécnico do Porto, R. Dr. António Bernardino de Almeida, 431, 4200-072 Porto, Portugal.

R. D. S. G. Campilho,
Departamento de Engenharia Mecânica, Instituto Superior de Engenharia do Porto, Instituto Politécnico do Porto, R. Dr. António Bernardino de Almeida, 431, 4200-072 Porto, Portugal and  INEGI – Pólo FEUP, Rua Dr. Roberto Frias, 400, 4200-465 Porto, Portugal.

Please see the link here: https://stm.bookpi.org/TIER-V7/article/view/7925

Monday, 13 June 2022

Advanced Numerical Techniques for Strength Prediction of Adhesive Joints under Peel Loadings | Chapter 1 | Research Developments in Science and Technology Vol. 7

 Adhesive bonding is becoming more popular for structural applications due to benefits such as more uniform stress distributions and the ease with which diverse materials may be joined. There are many different types of joint architectures, but the most prevalent are single-lap joints (SLJ), double-lap joints, and scarf joints. T-joints are used in aeroplanes to attach stiffeners to the skin and in automobiles to connect the B-pillar and the rocker, although they are rarely examined in the literature. Different forecasting approaches for these joints are available in the literature, however some of them only operate for certain joint types. The performance of the structural adhesive Araldite® 2015 in an aluminium T-joint is quantitatively evaluated using cohesive zone modelling (CZM). Following CZM validation with experimental findings utilising a comparable geometry, this approach was able to be used in a later numerical research. The behaviour of several T-joint geometrical configurations when subjected to peel stresses is then captured using a solely CZM numerical analysis. A parametric research is included in the work, which involves stress analysis in the elastic loading stage and maximum load (Pm) prediction using four geometrical parameters: flat adherend thickness (a), T-element thickness (t), overlap length (l), and T-element radius (r). The examined factors had a substantial influence on Pm, and the CZM approach proved to be a precise method for investigating T joints with precision and accuracy.


Author(s) Details:

J. P. M. Lopes,
Departamento de Engenharia Mecânica, Instituto Superior de Engenharia do Porto, Instituto Politécnico do Porto, Rua Dr. António Bernardino de Almeida, 431, 4200-072 Porto, Portugal.

R. D. S. G. Campilho,
INEGI – Pólo FEUP, Rua Dr. Roberto Frias, s/n, 4200-465 Porto, Portugal.

R. J. B. Rocha,
Departamento de Engenharia Mecânica, Instituto Superior de Engenharia do Porto, Instituto Politécnico do Porto, Rua Dr. António Bernardino de Almeida, 431, 4200-072 Porto, Portugal.

I. J. Sanchez-Arce,
INEGI – Pólo FEUP, Rua Dr. Roberto Frias, s/n, 4200-465 Porto, Portugal.

Please see the link here: https://stm.bookpi.org/RDST-V7/article/view/7073

Tuesday, 7 June 2022

Evaluation of Adhesively-bonded Stiffeners by Numerical Modelling | Chapter 10 | Technological Innovation in Engineering Research Vol. 3

In every sector, large-scale application of a certain bonding method need precise instruments for failure design and prediction. This study looks at how well a structural adhesive (Araldite® 2015) performs on a T-stiffener with composite adherends comprised of an epoxy matrix reinforced with carbon fibres. The goal of this research is to use the Finite Element Method (FEM) and Cohesive Zone Models (CZM) to numerically investigate the behaviour of various T-stiffeners bonded with a structural epoxy adhesive when subjected to peel loads and various geometries. A parametric research was conducted, which included an elastic stress analysis and maximum load (Pm) prediction using CZM modelling, while taking into account the fluctuation of four geometrical parameters: flat adherend thickness (tP), stiffener thickness (tS), and stiffener thickness (tS) (t0), To acquire the best configuration, adjust the overlap length (LO) and the curved deltoid radius (R). The best joint parameters for T-stiffeners could be identified since all of the investigated factors had a significant influence on both stress distributions and Pm.


Author(s) Details:

J. A. M. Ferreira,
Departamento de Engenharia Mecânica, Instituto Superior de Engenharia do Porto, Instituto Politécnico do Porto, Rua Dr. António Bernardino de Almeida, 431, 4200-072 Porto, Portugal.

R. D. S. G. Campilho,
Departamento de Engenharia Mecânica, Instituto Superior de Engenharia do Porto, Instituto Politécnico do Porto, Rua Dr. António Bernardino de Almeida, 431, 4200-072 Porto, Portugal and  INEGI – Pólo FEUP, Rua Dr. Roberto Frias, s/n, 4200-465 Porto, Portugal.

Please see the link here: https://stm.bookpi.org/TIER-V3/article/view/7067