Failure analysis and retrofitting of reinforced concrete beams in existing moment resisting frames Article Swipe
Federico Gusella
,
Maurizio Orlando
·
YOU?
·
· 2023
· Open Access
·
· DOI: https://doi.org/10.1016/j.engfailanal.2023.107601
YOU?
·
· 2023
· Open Access
·
· DOI: https://doi.org/10.1016/j.engfailanal.2023.107601
During the structure lifetime, the design loads can modify because of a changing in the use destination. In common practice, any architectural change of existing buildings, which modifies the magnitude of loads, requires the evaluation of the load-carrying capacity of structural members. To this aim a nonlinear analysis considering the rotation capacity of critical regions until the failure of the structure can be advantageous compared to a simple elastic analysis. Plastic deformations of ductile elements allow for attaining a more accurate evaluation of the ultimate load, once the strength of brittle mechanisms has been averted. Exploiting the actual rotation capacity of critical regions, where plastic hinges form, this paper presents new analytical closed-form equations to evaluate the ultimate load and the failure mode of an interior span of a multi-span moment resisting frame, as impacted by the strength of beam–column joints and the elastic and post-elastic structural response of adjacent elements. Taking advantage of derived equations, a retrofitting design procedure to identify the proper structural strengthening of critical regions is proposed. The accuracy of the method is checked through a comparison with numerical results. The procedure represents a new useful tool for engineers for the local strengthening of existing reinforced concrete buildings.
Related Topics
Concepts
Structural engineering
Retrofitting
Hinge
Plastic hinge
Brittleness
Ultimate load
Moment (physics)
Failure mode and effects analysis
Structural load
Nonlinear system
Frame (networking)
Beam (structure)
Critical load
Span (engineering)
Computer science
Engineering
Finite element method
Materials science
Buckling
Mechanical engineering
Quantum mechanics
Physics
Classical mechanics
Composite material
Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.1016/j.engfailanal.2023.107601
- OA Status
- hybrid
- Cited By
- 12
- References
- 33
- Related Works
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- OpenAlex ID
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All OpenAlex metadata
Raw OpenAlex JSON
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https://openalex.org/W4386485469Canonical identifier for this work in OpenAlex
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https://doi.org/10.1016/j.engfailanal.2023.107601Digital Object Identifier
- Title
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Failure analysis and retrofitting of reinforced concrete beams in existing moment resisting framesWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2023Year of publication
- Publication date
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2023-09-06Full publication date if available
- Authors
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Federico Gusella, Maurizio OrlandoList of authors in order
- Landing page
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https://doi.org/10.1016/j.engfailanal.2023.107601Publisher landing page
- Open access
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YesWhether a free full text is available
- OA status
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hybridOpen access status per OpenAlex
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https://doi.org/10.1016/j.engfailanal.2023.107601Direct OA link when available
- Concepts
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Structural engineering, Retrofitting, Hinge, Plastic hinge, Brittleness, Ultimate load, Moment (physics), Failure mode and effects analysis, Structural load, Nonlinear system, Frame (networking), Beam (structure), Critical load, Span (engineering), Computer science, Engineering, Finite element method, Materials science, Buckling, Mechanical engineering, Quantum mechanics, Physics, Classical mechanics, Composite materialTop concepts (fields/topics) attached by OpenAlex
- Cited by
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12Total citation count in OpenAlex
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2025: 5, 2024: 6, 2023: 1Per-year citation counts (last 5 years)
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33Number of works referenced by this work
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10Other works algorithmically related by OpenAlex
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