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Interfacial stresses in curved members bonded with a thin plate
L. De Lorenzis
,
Jinguang Teng
, L. Zhang
Department of Civil and Environmental Engineering
The Hong Kong Polytechnic University
Research output
:
Journal article publication
›
Journal article
›
Academic research
›
peer-review
42
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Citations (Scopus)
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Keyphrases
Thin Plate
100%
Curved Member
100%
Interfacial Stress
100%
Soffit
75%
Section Size
25%
Analytical Model
25%
Fiber Reinforced Polymer
25%
Metallic Structure
25%
Externally Bonded Fibers
25%
Flexural Strengthening
25%
Numerical Examples
25%
Linear Elastic
25%
Analytical Solution
25%
Finite Element Model
25%
Steel Plate
25%
Elastic Range
25%
Simplifying Assumption
25%
Interfacial Shear Stress
25%
Simply Supported
25%
Point Load
25%
Governing Differential Equation
25%
Interfacial Normal Stress
25%
Analytical Investigation
25%
Strengthening of Concrete Structures
25%
Interfacial Stress Distribution
25%
Concrete Masonry
25%
Curved Beam
25%
Polymer Laminates
25%
Strengthening Plate
25%
Uniformly Distributed Load
25%
Timber-framed Masonry
25%
Popular
25%
Engineering
Thin Plate
100%
Fiber-Reinforced Polymer
50%
Section Size
50%
Flexural Strengthening
50%
Numerical Example
50%
Point Load
50%
Steel Plate
50%
Elastic Range
50%
Simplifying Assumption
50%
Governing Differential Equation
50%
Distributed Load
50%
Interfacial Shear
50%
Metallic Structure
50%
Illustrates
50%
Finite Element Modeling
50%
Analytical Model
50%