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A Study on Elastic Deformation Behavior of Steel Fiber-Reinforced Concrete for Pavements

A Study on Elastic Deformation Behavior of Steel Fiber-Reinforced Concrete for Pavements J. Inst. Eng. India Ser. A https://doi.org/10.1007/s40030-018-00357-5 ORIGINAL CONTRIBUTION A Study on Elastic Deformation Behavior of Steel Fiber-Reinforced Concrete for Pavements 1 2 3 • • • A. Chandrashekara Nitendra Palankar L. Durga Prashanth 4 5 B. M. Mithun A. U. Ravi Shankar Received: 17 April 2018 / Accepted: 28 December 2018 The Institution of Engineers (India) 2019 Abstract The present study discusses the experimental 2.5 MPa, which is much beyond the conventional tyre investigation of steel fiber-reinforced concrete slabs on inflation pressure of 0.8 MPa. The load versus strain graphs ground under wheel load with the objective of under- clearly signify the higher modulus of elasticity of fly ash standing the stress behavior when subjected to central and steel fiber-reinforced concrete. The stresses were calculated edge wheel loading. The steel fiber-reinforced fly ash using IITRIGID software and ANSYS software and were concrete slabs of 900 mm 9 900 mm, 150 mm thickness found matching significantly. The value of modulus of were investigated in this study. Strain gauges and data elasticity of fly ash steel fiber-reinforced concrete (FS) acquisition system were used to measure the strains at the using ANSYS model for experimental values of load and center and http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Journal of The Institution of Engineers (India): Series A Springer Journals

A Study on Elastic Deformation Behavior of Steel Fiber-Reinforced Concrete for Pavements

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Publisher
Springer Journals
Copyright
Copyright © 2019 by The Institution of Engineers (India)
Subject
Engineering; Civil Engineering
ISSN
2250-2149
eISSN
2250-2157
DOI
10.1007/s40030-018-00357-5
Publisher site
See Article on Publisher Site

Abstract

J. Inst. Eng. India Ser. A https://doi.org/10.1007/s40030-018-00357-5 ORIGINAL CONTRIBUTION A Study on Elastic Deformation Behavior of Steel Fiber-Reinforced Concrete for Pavements 1 2 3 • • • A. Chandrashekara Nitendra Palankar L. Durga Prashanth 4 5 B. M. Mithun A. U. Ravi Shankar Received: 17 April 2018 / Accepted: 28 December 2018 The Institution of Engineers (India) 2019 Abstract The present study discusses the experimental 2.5 MPa, which is much beyond the conventional tyre investigation of steel fiber-reinforced concrete slabs on inflation pressure of 0.8 MPa. The load versus strain graphs ground under wheel load with the objective of under- clearly signify the higher modulus of elasticity of fly ash standing the stress behavior when subjected to central and steel fiber-reinforced concrete. The stresses were calculated edge wheel loading. The steel fiber-reinforced fly ash using IITRIGID software and ANSYS software and were concrete slabs of 900 mm 9 900 mm, 150 mm thickness found matching significantly. The value of modulus of were investigated in this study. Strain gauges and data elasticity of fly ash steel fiber-reinforced concrete (FS) acquisition system were used to measure the strains at the using ANSYS model for experimental values of load and center and

Journal

Journal of The Institution of Engineers (India): Series ASpringer Journals

Published: Jan 11, 2019

References