Fatigue Strain based Approach for Damage Evolution Model of Concrete

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Indra Narayan Yadav
Indra Narayan Yadav
σ
Dr. Kamal Bahadur Thapa
Dr. Kamal Bahadur Thapa
α Tribhuvan University Tribhuvan University

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Fatigue Strain based Approach for Damage Evolution Model of Concrete

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Abstract

Fatigue Strain-based Approach to the Damage evolution Modeling plays a very important role in the evaluation of the material properties of concrete utilizing strain analysis methods, the nonlinear fatigue strain evolution model is proposed, evolution model of fatigue modulus is established and the hypothesis of fatigue modulus inversely related fatigue strain amplitude causes formation of cracks and microcracks, anisotropic in nature, damage the chemistry and orientation of composed structural elements of concrete materials resulting reduction in stiffness and inelastic deformations. This paper presents Fatigue Strain and Damage evolution Model of concrete, developed, in strain life approach, by using damage principle of continuum thermodynamics. Due to the formation of nucleation and microcracks by continuous fatigue loading and unloading result in stiffness reduction and inelastic deformation, and hence the phenomenon is termed as damaged.

References

24 Cites in Article
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Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Indra Narayan Yadav. 2019. \u201cFatigue Strain based Approach for Damage Evolution Model of Concrete\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 19 (GJRE Volume 19 Issue E1): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

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GJRE-E Classification: FOR Code: 090599
Version of record

v1.2

Issue date

March 23, 2019

Language
en
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Fatigue Strain-based Approach to the Damage evolution Modeling plays a very important role in the evaluation of the material properties of concrete utilizing strain analysis methods, the nonlinear fatigue strain evolution model is proposed, evolution model of fatigue modulus is established and the hypothesis of fatigue modulus inversely related fatigue strain amplitude causes formation of cracks and microcracks, anisotropic in nature, damage the chemistry and orientation of composed structural elements of concrete materials resulting reduction in stiffness and inelastic deformations. This paper presents Fatigue Strain and Damage evolution Model of concrete, developed, in strain life approach, by using damage principle of continuum thermodynamics. Due to the formation of nucleation and microcracks by continuous fatigue loading and unloading result in stiffness reduction and inelastic deformation, and hence the phenomenon is termed as damaged.

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Fatigue Strain based Approach for Damage Evolution Model of Concrete

Indra Narayan Yadav
Indra Narayan Yadav Tribhuvan University
Dr. Kamal Bahadur Thapa
Dr. Kamal Bahadur Thapa

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