Analysis of Deep Beam Using CAST Software and Compression of Analytical Strains with Experimental Strain Results

1
Kale Shrikant M
Kale Shrikant M
2
Prof. Patil.S.S.
Prof. Patil.S.S.
1 W.I.T.Solapur.

Send Message

To: Author

GJRE Volume 12 Issue J4

Article Fingerprint

ReserarchID

ZXH4X

Analysis of Deep Beam Using CAST Software and Compression of Analytical Strains with Experimental Strain Results Banner
  • English
  • Afrikaans
  • Albanian
  • Amharic
  • Arabic
  • Armenian
  • Azerbaijani
  • Basque
  • Belarusian
  • Bengali
  • Bosnian
  • Bulgarian
  • Catalan
  • Cebuano
  • Chichewa
  • Chinese (Simplified)
  • Chinese (Traditional)
  • Corsican
  • Croatian
  • Czech
  • Danish
  • Dutch
  • Esperanto
  • Estonian
  • Filipino
  • Finnish
  • French
  • Frisian
  • Galician
  • Georgian
  • German
  • Greek
  • Gujarati
  • Haitian Creole
  • Hausa
  • Hawaiian
  • Hebrew
  • Hindi
  • Hmong
  • Hungarian
  • Icelandic
  • Igbo
  • Indonesian
  • Irish
  • Italian
  • Japanese
  • Javanese
  • Kannada
  • Kazakh
  • Khmer
  • Korean
  • Kurdish (Kurmanji)
  • Kyrgyz
  • Lao
  • Latin
  • Latvian
  • Lithuanian
  • Luxembourgish
  • Macedonian
  • Malagasy
  • Malay
  • Malayalam
  • Maltese
  • Maori
  • Marathi
  • Mongolian
  • Myanmar (Burmese)
  • Nepali
  • Norwegian
  • Pashto
  • Persian
  • Polish
  • Portuguese
  • Punjabi
  • Romanian
  • Russian
  • Samoan
  • Scots Gaelic
  • Serbian
  • Sesotho
  • Shona
  • Sindhi
  • Sinhala
  • Slovak
  • Slovenian
  • Somali
  • Spanish
  • Sundanese
  • Swahili
  • Swedish
  • Tajik
  • Tamil
  • Telugu
  • Thai
  • Turkish
  • Ukrainian
  • Urdu
  • Uzbek
  • Vietnamese
  • Welsh
  • Xhosa
  • Yiddish
  • Yoruba
  • Zulu

Analysis of deep beam by using CAST software based on strut and tie method. As per ACI 318-05(Appendix -A). Design and casting of several deep beam using STM. Testing of deep beams in heavy structures laboratory for two point loading condition. Measurement of strain, load and deflection under controlled condition. Comparison of analytical flexure strain with experimental results.

10 Cites in Articles

References

  1. Is (2). Plain and Reinforced Concrete -Code of Practice.
  2. J Schliach,Schafer (1991). Strut-and-Tie Design and Detailing of a Foundation Grade Beam.
  3. Aashto (1998). AASHTO LRFD Bridge Specifications for Highway Bridges.
  4. Mr,Varghese,Mr,Krishnamoorthy (1966). Strength and behaviour of deep beams.
  5. Wong Matamoros (2003). Design of simply supported Deep beam using strut -and -tie models.
  6. Parra-Montesinos And Quintero-Febres,Wight (2006). Strength of Struts in Deep Concrete Members Designed Using Strut-and-Tie Method.
  7. R Park,T Paulay (1975). Reinforced Concrete Structures.
  8. Praveen Nagarajan,T Pillai (2007). Analysis and Design of Simply Supported Deep Beams Using Strut and Tie Method.
  9. D Michael,Cameron Brown,Oguzhan Sankovich,James Bayrak,John Jirsa,Sharon Breen,Wood (2006). Strut-and-Tie Models versus sectional Shear Design - A Discussion Contribution.
  10. Gustavo James K Wight,Parra-Montesinos (2003). Strut-And-Tie Model For Deep Beam Design.

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.

Kale Shrikant M. 2013. \u201cAnalysis of Deep Beam Using CAST Software and Compression of Analytical Strains with Experimental Strain Results\u201d. Global Journal of Research in Engineering - J: General Engineering GJRE-J Volume 12 (GJRE Volume 12 Issue J4): .

Download Citation

Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Classification
Not Found
Version of record

v1.2

Issue date

January 6, 2013

Language

English

Experiance in AR

The methods for personal identification and authentication are no exception.

Read in 3D

The methods for personal identification and authentication are no exception.

Article Matrices
Total Views: 5062
Total Downloads: 2500
2026 Trends
Research Identity (RIN)
Related Research

Published Article

Analysis of deep beam by using CAST software based on strut and tie method. As per ACI 318-05(Appendix -A). Design and casting of several deep beam using STM. Testing of deep beams in heavy structures laboratory for two point loading condition. Measurement of strain, load and deflection under controlled condition. Comparison of analytical flexure strain with experimental results.

Our website is actively being updated, and changes may occur frequently. Please clear your browser cache if needed. For feedback or error reporting, please email [email protected]
×

This Page is Under Development

We are currently updating this article page for a better experience.

Request Access

Please fill out the form below to request access to this research paper. Your request will be reviewed by the editorial or author team.
X

Quote and Order Details

Contact Person

Invoice Address

Notes or Comments

This is the heading

Lorem ipsum dolor sit amet, consectetur adipiscing elit. Ut elit tellus, luctus nec ullamcorper mattis, pulvinar dapibus leo.

High-quality academic research articles on global topics and journals.

Analysis of Deep Beam Using CAST Software and Compression of Analytical Strains with Experimental Strain Results

Prof. Patil.S.S.
Prof. Patil.S.S.
Kale Shrikant M
Kale Shrikant M W.I.T.Solapur.

Research Journals