Ravi Ranade

PhD, PE

Ravi Ranade.

Ravi Ranade

PhD, PE

Ravi Ranade

PhD, PE

Research Topics

Advanced cementitious materials; Performance-based design of materials; Infrastructure

Contact Information

135 Ketter Hall

Buffalo NY, 14260

Phone: (716) 645-5150

ranade@buffalo.edu

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Recent Publications

  • Ranade, R., Li, V.C., Heard, W.F. & Williams, B.A. (2017). “Impact Resistance of High Strength-High Ductility Concrete.” Cement and Concrete Research, 98, 24-35.
  • Nematollahi, B., Ranade, R., Sanjayan, J. & Ramakrishnan, S. (2017). “Thermal and Mechanical Properties of Sustainable Lightweight Strain Hardening Geopolymer Composites.” Archives of Civil and Mechanical Engineering, 17(1), 55-64.
  • Choi, J-I., Lee, B.Y., Ranade, R. & Li, V.C. (2016). “Ultra-high-ductile Behavior of a Polyethylene Fiber-Reinforced Alkali-Activated Composite.” Cement and Concrete Composites, 70, 153-158.
  • Ranade, R., Li, V.C. & Heard, W.F. (2015). “Tensile Rate Effects in High Strength-High Ductility Concrete.” Cement and Concrete Research, 68, 94-104.
  • Zhang, Q., Ranade, R. & Li, V.C. (2014). “Feasibility Study on Fire-Resistive Engineered Cementitious Composites.” ACI Materials Journal, 111(6), 651-660.
  • Ranade, R., Zhang, J., Lynch, J.P. & Li, V.C. (2014). “Influence of Micro-Cracking on the Composite Resistivity of ECC.” Cement and Concrete Research, 58, 1-12.
  • Felekoglu, B., Tosun-Felekoglu, K., Ranade, R., Huang, X. & Li V.C. (2013). “Influence of Matrix Flowability, Fiber Mixing Procedure, and Curing Conditions on the Mechanical Performance of HTPPECC.” Composites Part B: Engineering Journal, 60, 359-70.
  • Tosun-Felekoglu, K., Felekoglu, B., Ranade, R., Lee, B.Y. & Li, V.C. (2013). “The Role of Flaw Size and Fiber Distribution on Tensile Ductility of PVA-ECC.” Composites Part B: Engineering Journal, 56, 536-45.
  • Huang, X., Ranade, R., Zhang, Q., Ni, W. & Li, V.C. (2013). “Mechanical and Thermal Properties of Green Lightweight Engineered Cementitious Composites.” Construction and Building Materials, 48,954-60.

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