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Project/Service Agreement:IPG96/2007

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Status
Estado ConcluídoCompleted
Publication
PublicadoPublished
General Data
Code: 63559
 
Reference: IPG96/2007
Short name: DESDAJ
Title: Development of a software for the design of adhesive joints
Competitive Funding: Yes
Does it involve businesses?:
No. of Participating Institutions: 1
Scope
Type: Funded Project
 
Geographical Scope: National
 
Type of Action: R&TD
Funding
Programme: Investigação Científica na Pré-Graduação
Funding Institution: Universidade do Porto / Caixa Geral de Depósitos
Financial Geographical Scope: National
Scheduling
Effective Start Date: 2007-09-01
Expected Completion Date: 2008-08-31
Effective Completion Date: 2008-08-31
Budget
Currency: EUR
 
Total Approved Budget: 4.000,00 EUR
Details
Summary: Adhesive joints have been intensively investigated over the past 60 years. The first paper on stress analysis of adhesive joints was by Volkersen in 1938. In the shear lag analysis of Volkersen, the adhesive was subjected to shear loading caused by the differential straining of the adherends. But there was an important point that was neglected in the Volkersen analysis: the rotation of the joint. This point was included in the Goland and Reissner analysis in 1944. Several improvements were made over the second part of the 20th century by Hart-Smith (1973) and Allman (1977) for example.
The first joint strength predictions were based on elastic stress analysis and it was found that the joint strength prediction was well below the experimental results. In 1973, Hart-Smith modelled the adhesive taking into account its plastic behaviour and obtained more realistic joint strength predictions.
To have successful joint strength predictions, the model must take into account the geometrical and material non-linearities (Harris and Adams, 1984). When bonding composites, special care must be taken since the mechanics of failure are more complex due to the low through thickness strength of the composite (Adams and Davies, 1996).
The close-form solutions described above, whether simple or complex, introduce a certain degree of simplification. The finite element method is a more complete tool for stress analysis since all the stresses can be easily calculated without the need to introduce restrictive assumptions as in a closed-form analysis (Adams et al., 1997). However, there are some disadvantages too, such as the problem of stress singularity at sharp corners (da Silva and Adams, 2007). The finite element method is used as a research tool, when for example a complicated joint geometry is involved, and the closed-form analysis is more relevant in terms of practical design.
There are many closed-form solutions available to the designer. However, there are important practi Ver mais. Adequado para parcelas de texto incompletas e que, através deste ícone, permite-se que o utilizador leia o texto todo.
Results: The expected results are a database of closed-form solutions for single and double lap joints. For each closed-form solution, the assumptions, the calculated stresses and the potentials will be evaluated.
Scientific Context
Scientific Domain (FOS - Level 2): Engineering and technology > Mechanical engineering

Academic fields (CORDIS - Level 5)

  • Technological sciences > Engineering > Mechanical engineering

Keywords

Mais informações There are no Keywords associated with the Project.
Documents
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Publications associated with the Project

Institutions Participating in the Project
Institution Contact Create Tab?
Name Short name Country Type Participation Name Telephone Email
Faculdade de Engenharia da Universidade do Porto FEUP Portugal University Coordinator Lucas SIlva lucas@fe.up.pt
 
Budgets and Teams
Approved Budget: 4.000,00 EUR
Approved Funded Amount: -
Approved co-funded Amount: -
Funding Rate: -
Confidential Budget:

People in the Project

Institution Name Short name Role Dedication (%) Contribution (%) Allocation
Start date End date
FEUP André Teixeira Puga ATP Researcher
FEUP Lucas Filipe Martins da Silva LFS Official Researcher at the OU

Technicians in the Project

Mais informações There are no Technicians associated with the Project.
Laboratories
Mais informações There are no Laboratories associated with the Project.
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