2009
DOI: 10.1061/(asce)em.1943-7889.0000043
|View full text |Cite
|
Sign up to set email alerts
|

Analytical Solution of Two-Layer Beam Taking into Account Nonlinear Interlayer Slip

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
4

Citation Types

1
43
1
1

Year Published

2013
2013
2021
2021

Publication Types

Select...
9

Relationship

1
8

Authors

Journals

citations
Cited by 75 publications
(46 citation statements)
references
References 43 publications
1
43
1
1
Order By: Relevance
“…Thus, the flexural performance is somehow intermediate between the two borderline cases ( [3], [4]) of i) monolithic limit, with perfect bonding between glass plies (shear-rigid interlayers) and ii) layered limit, with frictionless sliding glass plies. Since stress and strain are much lower in the monolithic than in the layered limit, to avoid redundant design a large number of studies, also in recent years, have considered this subject ( [5,6,7]). …”
Section: Introductionmentioning
confidence: 99%
“…Thus, the flexural performance is somehow intermediate between the two borderline cases ( [3], [4]) of i) monolithic limit, with perfect bonding between glass plies (shear-rigid interlayers) and ii) layered limit, with frictionless sliding glass plies. Since stress and strain are much lower in the monolithic than in the layered limit, to avoid redundant design a large number of studies, also in recent years, have considered this subject ( [5,6,7]). …”
Section: Introductionmentioning
confidence: 99%
“…As the tensile modulus of the PVB is far less in comparison with that corresponding to glass, significant transverse shear appears in the viscoelastic layer [1,8,10].…”
mentioning
confidence: 99%
“…Moreover, some of these models also include the non-linear behavior [2,11,16,17,45,63,67]. These models allow the numerical and empirical models to be verified and calibrated.…”
Section: Introductionmentioning
confidence: 98%
“…Analytical models with closed-form solution [19,23,24,27,31,34,42,[62][63][64][65][66][67][68] that are, simultaneously, simple, fast, and based on non-restrictive assumptions exist only for few types of structures, restraints, and loadings. Moreover, they are mainly devoted to the linear behavior only, while non-linearity usually entails more restrictive assumptions and mathematical complications.…”
Section: Introductionmentioning
confidence: 99%