Abstract
The present study shows the prediction of load-deflection behaviour of monoblock pre-stressed concrete railway sleeper under static bending test using ABAQUS. The result obtained from the numerical studies is compared with experimental results and Research Designs and Standards Organization (RDSO) provisions. Numerical studies in ABAQUS are carried out in two stages: (1) pre-stressing and (2) static bending test. During simulation, concrete is modelled as three-dimensional (3D) stress element with damage plasticity model and strand is modelled as 3D truss elements with plasticity model. The results of each model are stored and transferred to subsequent models by restart request feature in ABAQUS. Both the numerical and experimental results are in good agreement and well within the provisions of RDSO.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Parvez, A., & Foster, S. J. (2017). Fatigue of steel-fibre-reinforced concrete prestressed railway sleepers. Engineering Structures, 141, 241–250.
Awasthi, A., Matsumoto, K., & Nagai, K. (2017). Investigation on possible causes of expansion damages in concrete—A case study of sleepers in Indian Railways. Journal of Asian Concrete Federation, 49–66.
Rezaie, F., & Farnam, S. M. (2015). Fracture mechanics analysis of pre-stressed concrete sleepers via investigating crack initiation length. Engineering Failure Analysis, 58, 267–280.
Gao, Z., Qian, Y., Dersch, M. S., & Edwards, J. R. (2017). Compressive stress distribution in prestressed concrete and its effect on railroad crosstie design. Construction and Building Materials, 151(October), 147–157.
Arab, A. A., Badie, S. S., & Manzari, M. T. (2011). A methodological approach for finite element modeling of pretensioned concrete members at the release of pretensioning. Engineering Structure, 33(6), 1918–1929.
Heinz, D., & Ludwig, U. (1986). Mechanism of subsequent ettringite formation in mortars and concretes after heat treatment. In 8th International Congress on the Chemistry of Cement (Vol. 5, pp. 189–194).
Hanehara, S., & Oyamada, T. (2010). Reproduction of delayed ettringite formation (DEF) in concrete and relationship between DEF and alkali silica reaction. In fracture mechanics of concrete and concrete structures (pp. 1024–1029).
Höhlig, B., et al. (2017). Heat treatment of fresh concrete by radio waves—Avoiding delayed ettringite formation. Construction and Building Materials, 143, 580–588.
RDSO. (2011). Indian railway standard specification for pre-tensioned prestressed concrete sleepers for broad gauge and metre gauge. RDSO, 85, 1–28.
IS:10262-2009. (2009). Indian standard concrete mix proportioning-guidelines 10262:2009, no. 1.
Chellapandian, M., Prakash, S. S., & Rajagopal, A. (2018). Analytical and finite element studies on hybrid FRP strengthened RC column elements under axial and eccentric compression. Composite Structure, 184, 234–248.
Belarbi, A., & Hsu, T. T. C. (1994). Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete. ACI Structural Journal, 91(4), 465–474.
Dassault Systèmes Simulia Corp. (2013). Modified risks algorithm. In ABAQUS 6.13 theory guide (pp. 1–5).
IS6006-1983. (1983). Specification for uncoated stress relieved strand for prestressed concrete. In Indian Standard (p. 22).
Acknowledgements
Authors would like to thank Mr. Patil Rail Infrastructure Private Limited, Hyderabad and Dr. S. Suriya Prakash (IIT Hyderabad) for their help to complete this work.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2019 Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Lakavath, C., Allam, R., Kondraivendhan, B. (2019). Experimental and Numerical Studies on the Behaviour of Broad-Gauge Railway Sleepers in Static Bending Condition. In: Das, B., Neithalath, N. (eds) Sustainable Construction and Building Materials. Lecture Notes in Civil Engineering , vol 25. Springer, Singapore. https://doi.org/10.1007/978-981-13-3317-0_70
Download citation
DOI: https://doi.org/10.1007/978-981-13-3317-0_70
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-13-3316-3
Online ISBN: 978-981-13-3317-0
eBook Packages: EngineeringEngineering (R0)