Fracture properties of Self Compacting Concrete for Notched and Un-notched Beams

α
Dr. Hamid Eskandari
Dr. Hamid Eskandari
σ
S. Muralidhara
S. Muralidhara
ρ
B.K. Raghu Prasad
B.K. Raghu Prasad
Ѡ
B.V. Venkatarama Reddy
B.V. Venkatarama Reddy
α Hakim Sabzevari University

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Fracture properties of Self Compacting Concrete for Notched and Un-notched Beams

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Abstract

The aim of this research is to obtain the fracture characteristics of low and medium compressive strength notched and un-notched plain self compacting concrete (SCC) beams, using RILEM work of fracture (GF ) methods and compare with those of normal concrete (NC) and high performance concrete (HPC), which is useful in engineering practice. The effect of notch-depth ratio on fracture characteristics of SCC beams, in bending is investigated by measuring the fracture energy (GF ), critical stress intensity factor (KIC), critical energy release rate (Gc) and characteristic length (lch). The results show that: (i) GF increases with increase in compressive strength; (ii) The values of characteristic lengths of SCC (lch) are more when compared with HPC and NC and therefore may be concluded that the SCC with air-entraining admixture (AEA) is more ductile compared to HPC.

References

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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

Dr. Hamid Eskandari. 2012. \u201cFracture properties of Self Compacting Concrete for Notched and Un-notched Beams\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 12 (GJRE Volume 12 Issue E1): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Version of record

v1.2

Issue date

January 16, 2012

Language
en
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The aim of this research is to obtain the fracture characteristics of low and medium compressive strength notched and un-notched plain self compacting concrete (SCC) beams, using RILEM work of fracture (GF ) methods and compare with those of normal concrete (NC) and high performance concrete (HPC), which is useful in engineering practice. The effect of notch-depth ratio on fracture characteristics of SCC beams, in bending is investigated by measuring the fracture energy (GF ), critical stress intensity factor (KIC), critical energy release rate (Gc) and characteristic length (lch). The results show that: (i) GF increases with increase in compressive strength; (ii) The values of characteristic lengths of SCC (lch) are more when compared with HPC and NC and therefore may be concluded that the SCC with air-entraining admixture (AEA) is more ductile compared to HPC.

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Fracture properties of Self Compacting Concrete for Notched and Un-notched Beams

Dr. Hamid Eskandari
Dr. Hamid Eskandari Hakim Sabzevari University
S. Muralidhara
S. Muralidhara
B.K. Raghu Prasad
B.K. Raghu Prasad
B.V. Venkatarama Reddy
B.V. Venkatarama Reddy

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