Prof G Appa Rao
vidwan id: 50531
Professor, Department of Civil Engineering
Indian Institute of Technology Madras
Expertise
- Civil Engineering
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10
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250
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6
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Bio
Fracture Mechanics of Concrete Applications, Reinforced and Prestressed Concrete, FE Modeling and Strengthening of RC Joints Connections, Structural Materials.
Personal Details
- Male
- Professor , Indian Institute of Technology Madras
- Indian Institute of Technology, Madras
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Co-Authors (8)
Indian Institute of Technology Madras
National Institute of Technology Jamshedpur
Indian Institute of Science Bangalore
Basaveshwar Engineering College (Autonomous)
National Institute of Technology Calicut
Koneru Lakshmaiah Education Foundation, Guntur
Scholarly Work
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Size effect of lightly reinforced concrete beams in flexure Under static and fatigue loading
Experimental and analytical evaluation of shear strength of rc solid and sandwich deep beams
Investigations on structural performance of
Temperature effecti on stress relaxation of low relaxation prestressing strands .
Experimental studies on effect of fusion bonded epoxy coated bars on bond and cracking behaviour of reinforced concrete.
Prediction of size dependent shear strength of reinforced concrete beams .
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Scholarly Publications
Calibration of Concrete Damage Plasticity (CDP) Parameters for Numerical Analysis of Reinforced Concrete Structure
Open AccessExperimental Investigations on Reinforced Concrete Walls with Staggered Lap Splicing
Open AccessEfficiency of Strut-and-Tie Model for Design of Reinforced Concrete Deep Beams without Web Reinforcement
Open AccessExperimental investigation of RC deep beams with web reinforcement and improvement of ACI 318–19 strut coefficient
Open AccessShear strength and rationality of strut-and-tie method for design of deep beams
Open AccessStrength and behavior of reinforced concrete squat shear walls with openings under cyclic loading
Open AccessExperimental verification of ACI 318 strut-and-tie method for design of deep beams without web reinforcement
Open Access
10.14359/51728083
1
11