FEM Analysis of Integral Abutment Bridges with Fixed and Pinned Pile Head Connection

α
Yamuna Bhagwat
Yamuna Bhagwat
σ
R.V.Raikar
R.V.Raikar
ρ
Nikhil Jambhale
Nikhil Jambhale
α Dr. Babasaheb Ambedkar Marathwada University Dr. Babasaheb Ambedkar Marathwada University

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FEM Analysis of Integral Abutment Bridges with Fixed and Pinned Pile Head Connection

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Abstract

negative BM and decreases positive BM. Furthermore, the SF in deck slab increased by 5.9% in two spans integral abutment bridge having pile head with pinned connection, however no change is observed in SF in single and three span configurations.

References

9 Cites in Article
  1. M Dicleli (2000). Simplified model for computeraided analysis of integral bridges.
  2. Kenneth Dunker,Dajin Liu (2007). Foundations for Integral Abutments.
  3. Yasser Khodair,Sophia Hassiotis (2013). Numerical and experimental analyses of an integral bridge.
  4. S Arsoy,R Barker,J Duncan (1999). The behavior of integral abutment bridges, The Charles E. Via.
  5. Johnson Victor,D (2011). Essentials of Bridge Engineering.
  6. Krishna Raju,N (2010). Design of Bridges.
  7. Vinod Hosur (2012). Behavior of Integral Abutment Bridge Superstructure including Soil Structure Interaction under Thermal Loading.
  8. Félix Nieto,Santiago Hernández,José Jurado,Luis Romera (2009). Code Provisions for Wind Loads on Short Road Bridges: Spanish IAP code, UNE-EN 1991-1-4 and 2007 AASHTO LRFD Bridge Design Specifications.
  9. Ivana Milić,Jelena Bleiziffer (2024). Life cycle sustainability assessment of reinforced concrete bridges.

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

Yamuna Bhagwat. 2015. \u201cFEM Analysis of Integral Abutment Bridges with Fixed and Pinned Pile Head Connection\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 15 (GJRE Volume 15 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
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v1.2

Issue date

March 20, 2015

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en
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negative BM and decreases positive BM. Furthermore, the SF in deck slab increased by 5.9% in two spans integral abutment bridge having pile head with pinned connection, however no change is observed in SF in single and three span configurations.

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FEM Analysis of Integral Abutment Bridges with Fixed and Pinned Pile Head Connection

Yamuna Bhagwat
Yamuna Bhagwat Dr. Babasaheb Ambedkar Marathwada University
R.V.Raikar
R.V.Raikar
Nikhil Jambhale
Nikhil Jambhale

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