Go to:
Logótipo
Comuta visibilidade da coluna esquerda
Você está em: Start > Publications > View > A new method for the determination of bending moments in single lap joints
Publication

Publications

A new method for the determination of bending moments in single lap joints

Title
A new method for the determination of bending moments in single lap joints
Type
Article in International Scientific Journal
Year
2010
Authors
Zhao, X
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Adams, RD
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Lucas F M da Silva
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page View ORCID page
Journal
Vol. 30
Pages: 63-71
ISSN: 0143-7496
Publisher: Elsevier
Indexing
Publicação em ISI Web of Science ISI Web of Science
COMPENDEX
INSPEC
Scientific classification
FOS: Engineering and technology > Chemical engineering
Other information
Authenticus ID: P-003-8PD
Abstract (EN): This paper presents a new method of determining bending moments at the overlap ends of single lap joints. It is based on the assumption that the overlap region does not deform under load. This assumption is supported by the observation that for an overlap of up to 50 mm, the large deformations occur only at the ends of the overlap. Physical insight into the mechanics of the overlap region shows that the rotation is merely a geometric effect, which helps alignment of the load path during the loading process. Examples show that the method proposed here is better than those of the Goland and Reissner and of the Hart-Smith for overlaps LIP to 25 mm long. It is more useful for unbalanced joints, where Goland and Reissner's method fails to work and Hart-Smith's method involves difficult mathematics. This method may also be easily extended to deal with non-linearities in the adherend.
Language: English
Type (Professor's evaluation): Scientific
Contact: lucas@fe.up.pt
No. of pages: 9
Documents
We could not find any documents associated to the publication.
Related Publications

Of the same authors

Single Lap Joints with Rounded Adherend Corners: Stress and Strain Analysis (2011)
Article in International Scientific Journal
Zhao, X; Adams, RD; da Silva, LFM
Single Lap Joints with Rounded Adherend Corners: Experimental Results and Strength Prediction (2011)
Article in International Scientific Journal
Zhao, X; Adams, RD; da Silva, LFM

Of the same journal

Static strength prediction of adhesive joints: A review (2020)
Another Publication in an International Scientific Journal
Ramalho, LDC; Campilho, RDSG; Belinha, J; da Silva, LFM
Special topic issue on structural adhesive joints (2008)
Another Publication in an International Scientific Journal
Lucas F M da Silva; Andreas Oechsner
Special Issue: Special Issue on Joint Design 3 (2012)
Another Publication in an International Scientific Journal
Lucas F M da Silva; Andreas Oechsner; Robert D Adams
Special Issue: Special Issue on Joint Design 2 (2011)
Another Publication in an International Scientific Journal
Maria Teresa Restivo
Special Issue: Special Issue on Joint Design (2010)
Another Publication in an International Scientific Journal
Lucas F M da Silva; Andreas Oechsner

See all (112)

Recommend this page Top
Copyright 1996-2025 © Faculdade de Direito da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z
Page created on: 2025-07-13 at 23:13:36 | Privacy Policy | Personal Data Protection Policy | Whistleblowing