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A simplified nonlinear model for bamboo-reinforced concrete beams based on lumped damage mechanics.

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Title: A simplified nonlinear model for bamboo-reinforced concrete beams based on lumped damage mechanics.
Authors: Souza Bomfim, Vitória Maria1 vitoriamaria@academico.ufs.br, de Sousa Nunes, Sergio Luiz1 snunes@academico.ufs.br, dos Santos Júnior, Gilberto Messias1 gilbertomessias@academico.ufs.br, de Sousa Vieira, Camila2 camila.vieira@delmiro.ufal.br, Nascimento de Figueiredo Amorim, David Leonardo3 davidnf@academico.ufs.br
Source: Fracture & Structural Integrity. Jul2025, Issue 73, p12-22. 11p.
Subjects: Load factor design, Elastic modulus, Cracks in reinforced concrete, Fiber-reinforced concrete, Fracture mechanics, Bending moment
Abstract: The article focuses on a novel simplified nonlinear model for bamboo-reinforced concrete (BRC) beams based on lumped damage mechanics (LDM). The authors propose this model as an efficient alternative to traditional finite element analysis, which can be computationally intensive. The model aims to accurately predict the flexural performance of BRC beams, taking into account the unique properties of bamboo, such as its bond strength with concrete and its tensile strength. Experimental comparisons demonstrate that the proposed model aligns well with observed behaviors in BRC beams, indicating its potential for practical applications in structural reliability analysis. [Extracted from the article]
Copyright of Fracture & Structural Integrity is the property of Gruppo Italiano Frattura and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
Database: Engineering Source
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DbLabel: Engineering Source
An: 186124657
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  Data: A simplified nonlinear model for bamboo-reinforced concrete beams based on lumped damage mechanics.
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  Data: <searchLink fieldCode="AR" term="%22Souza+Bomfim%2C+Vitória+Maria%22">Souza Bomfim, Vitória Maria</searchLink><relatesTo>1</relatesTo><i> vitoriamaria@academico.ufs.br</i><br /><searchLink fieldCode="AR" term="%22de+Sousa+Nunes%2C+Sergio+Luiz%22">de Sousa Nunes, Sergio Luiz</searchLink><relatesTo>1</relatesTo><i> snunes@academico.ufs.br</i><br /><searchLink fieldCode="AR" term="%22dos+Santos+Júnior%2C+Gilberto+Messias%22">dos Santos Júnior, Gilberto Messias</searchLink><relatesTo>1</relatesTo><i> gilbertomessias@academico.ufs.br</i><br /><searchLink fieldCode="AR" term="%22de+Sousa+Vieira%2C+Camila%22">de Sousa Vieira, Camila</searchLink><relatesTo>2</relatesTo><i> camila.vieira@delmiro.ufal.br</i><br /><searchLink fieldCode="AR" term="%22Nascimento+de+Figueiredo+Amorim%2C+David+Leonardo%22">Nascimento de Figueiredo Amorim, David Leonardo</searchLink><relatesTo>3</relatesTo><i> davidnf@academico.ufs.br</i>
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  Data: <searchLink fieldCode="JN" term="%22Fracture+%26+Structural+Integrity%22">Fracture & Structural Integrity</searchLink>. Jul2025, Issue 73, p12-22. 11p.
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  Data: <searchLink fieldCode="DE" term="%22Load+factor+design%22">Load factor design</searchLink><br /><searchLink fieldCode="DE" term="%22Elastic+modulus%22">Elastic modulus</searchLink><br /><searchLink fieldCode="DE" term="%22Cracks+in+reinforced+concrete%22">Cracks in reinforced concrete</searchLink><br /><searchLink fieldCode="DE" term="%22Fiber-reinforced+concrete%22">Fiber-reinforced concrete</searchLink><br /><searchLink fieldCode="DE" term="%22Fracture+mechanics%22">Fracture mechanics</searchLink><br /><searchLink fieldCode="DE" term="%22Bending+moment%22">Bending moment</searchLink>
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  Label: Abstract
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  Data: The article focuses on a novel simplified nonlinear model for bamboo-reinforced concrete (BRC) beams based on lumped damage mechanics (LDM). The authors propose this model as an efficient alternative to traditional finite element analysis, which can be computationally intensive. The model aims to accurately predict the flexural performance of BRC beams, taking into account the unique properties of bamboo, such as its bond strength with concrete and its tensile strength. Experimental comparisons demonstrate that the proposed model aligns well with observed behaviors in BRC beams, indicating its potential for practical applications in structural reliability analysis. [Extracted from the article]
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  Data: <i>Copyright of Fracture & Structural Integrity is the property of Gruppo Italiano Frattura and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
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        Value: 10.3221/IGF-ESIS.73.02
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      – Code: eng
        Text: English
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        PageCount: 11
        StartPage: 12
    Subjects:
      – SubjectFull: Load factor design
        Type: general
      – SubjectFull: Elastic modulus
        Type: general
      – SubjectFull: Cracks in reinforced concrete
        Type: general
      – SubjectFull: Fiber-reinforced concrete
        Type: general
      – SubjectFull: Fracture mechanics
        Type: general
      – SubjectFull: Bending moment
        Type: general
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      – TitleFull: A simplified nonlinear model for bamboo-reinforced concrete beams based on lumped damage mechanics.
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            NameFull: Souza Bomfim, Vitória Maria
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            NameFull: de Sousa Nunes, Sergio Luiz
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            NameFull: dos Santos Júnior, Gilberto Messias
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            NameFull: de Sousa Vieira, Camila
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            NameFull: Nascimento de Figueiredo Amorim, David Leonardo
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            – D: 01
              M: 07
              Text: Jul2025
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              Y: 2025
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