Dr S R R Teja Prathipati

@siddhartha.ac.in

Assistant Professor in Department of Civil Engineering
Velagapudi Ramakrishna Siddhartha Engineering College, Vijayawada

Dr S R R Teja Prathipati


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https://researchid.co/raviteja29

EDUCATION

Doctor of Philosophy in Civil Engineering at NIT WARANGAL

RESEARCH INTERESTS

Cement Composites, Construction Materials, Special Concretes
21

Scopus Publications

234

Scholar Citations

9

Scholar h-index

9

Scholar i10-index

Scopus Publications

  • Integrated experimental, machine learning, and life-cycle assessment of fly ash–silica fume based self-compacting geopolymer concrete
    Siva Shanmukha Anjaneya Babu Padavala, Siva Avudaiappan, Sri Ram Ravi Teja Prathipati, Yeswanth Paluri, Vanakuri Sainath, Adamu Mulatu Kumara
    Scientific Reports, 2026
    This study investigates the performance of self-compacting geopolymer concrete (SCGC) incorporating fly ash (FA) and silica fume (SF) as aluminosilicate precursors, with emphasis on mechanical behaviour, durability, microstructural characteristics, environmental impact, and machine-learning-based performance prediction. Four geopolymer SCC mixes were prepared using SF to substitute FA at 0, 5, 10, and 15% by weight and an OPC-based SCC of the same class of strength was prepared to serve as a benchmark. Fresh properties were assessed as per EFNARC standards after which compressive, split tensile and flexure strength were done at intervals of 28, 90, and 180 days. Sorptivity, rapid chloride permeability (RCPT) and ultrasonic pulse velocity (UPV) were used to determine durability, whereas scanning electron microscopy (SEM) was used to measure the microstructural evolution. Findings reveal that SF is a considerable improvement to fresh and hardened geopolymer SCC, the best performance being found at a 10% replacement. The G10 mix recorded the best compressive strengths of 65.3 MPa at 180 days, which was 21% higher than the FA only geopolymer mix, and tensile and flexural strengths were 14–18% higher compared to FA only geopolymer mix. The performance of durability increased significantly, as sorptivity was reduced by about 21% and RCPT was lower than 1000 Coulombs (extremely low permeability) and the largest values of UPV were the highest, which shows the presence of a dense and uniform internal structure. Refined pore structure and well-developed the formation of aluminosilicate gels in the G10 mix had been confirmed by SEM observations. Parameters of mix, fresh properties, and curing age were used as inputs to develop machine learning models (KNN, SVM, Decision Tree, and Random Forest). Among them the predictive accuracy of the Random Forest model (R2 = 0.94) with the least error showed excellent performance forecasting and mix optimization. It was found by Life Cycle Assessment (LCA) that geopolymer SCC mixtures had less environmental impact through global warming potential (30–45% less than OPC-SCC) and energy (around 20–25% less than OPC-SCC) and the G10 mix had the lowest environmental impact. Overall, the study demonstrates that FA–SF geopolymer SCC with 10% SF replacement provides a good combination of workability, strength, durability, and sustainability that is proven in experimental, microstructural, data-driven modelling, and environmental analysis.
  • Influence of Geometrical Parameters on Local Buckling in Steel I-Sections
    Hanuma Kasagani, Praveen Oggu, S. R. R. Teja Prathipati, B. Murali Krishna, Srikanth Koniki
    Journal of Structural Design and Construction Practice, 2026
    The width/depth to thickness ratio (b/t or d/t) for compression elements is specified by current Indian building standards to prevent local buckling. The limiting depth to thickness ratio is low for flanges due to its unstiffened nature, which is difficult to maintain practically (i.e., most of the sections become slender sections). Slender sections that are prone to buckle locally are generally avoided in design. In this study, an investigation is carried out to make the flange (slender elements) stiffened by providing lipping along the longitudinal edges of the flange, similar to that of cold-formed sections, so that local buckling of the flange is avoided. For the investigation, hot-rolled steel I-sections are chosen based on the limiting values of b/t. The edge stiffener is sized up from zero (unstiffened) to a size big enough to make a stiffened edge; then, finite-element analysis is used to analyze it under compressive force. It was observed that when the lip size increases, the flange stiffens, and the interaction of the flange and web also affects the buckling of the cross section. This behavior is contradicted by the inherent assumption made in the current standard, in which the web and flange are considered as individual elements, and the interaction between web and flanges are ignored. Lips with a size ranging from one-third to one-half of the flange’s outstanding width, maintaining the same thickness as the flange, have been found effective in mitigating local buckling. Further, the study also focusses on the analysis of I-shape cross sections under compression for local buckling and gives expression for elastic local buckling coefficient (k), considering interaction between web and flange. A comparative study between the limiting values of w/t ratio provided in the current standard and local buckling values obtained from finite-strip analysis is also presented. Finite-strip analysis results revealed that the actual k-values vary significantly depending on the geometry and stiffness of the section, ranging from 0.06 to 1.51 for flanges and 1.5 to 6.11 for webs. Further, a set of simplified limiting slenderness ratio values are proposed for each combination of web and flange ratios to facilitate the selection of optimum sections that does not buckle locally under compression.
  • Experimental and Numerical Investigation of Flexural Behaviour of Reinforced Concrete T-Beams Using Digital Image Correlation
    Vandanapu Ramya Krishna, Hanuma Kasagani, Vinay Kumar Gaddam, Ravi Teja Prathipati, B. Murali Krishna, Shankar Karuppannan
    Advances in Civil Engineering, 2026
    This study investigates the applicability of QR‐code‐based speckle patterns for deformation measurement using two‐dimensional digital image correlation (2D‐DIC) in flexure‐dominated reinforced concrete T‐beam experiments. Three reduced‐scale reinforced concrete T‐beam specimens were tested under monotonic four‐point bending. Surface deformation was recorded using two types of patterns: a conventional random speckle (RS) pattern and a QR‐code‐based structured speckle pattern. Full‐field displacement and strain responses obtained from DIC analysis were used to derive moment–curvature relationships and were compared with reference measurements obtained from conventional instrumentation. Results indicate that the QR‐code pattern provides improved correlation stability and reduced strain‐field noise compared with conventional RS patterns, particularly in regions influenced by crack‐induced deformation gradients. Quantitative comparison showed that deviations in ultimate moment and curvature measurements were lower when QR‐code speckles were used. However, due to the limited number of specimens, the study should be interpreted as a pilot‐scale methodological investigation rather than a statistical validation of pattern superiority. The findings demonstrate the feasibility of using QR‐code‐based patterns to improve subset tracking reliability in laboratory‐scale reinforced concrete experiments and provide a robust methodological framework for future DIC‐based structural investigations.
  • Self-compacting concrete with fly ash and silica fume: experimental evaluation, microstructural analysis, and machine learning modeling
    Siva Shanmukha Anjaneya Babu Padavala, Siva Avudaiappan, Yeswanth Paluri, Ch Naga Bharath, Sri Ram Ravi Teja Prathipati, Adamu Mulatu Kumara
    Scientific Reports, 2025
    This study comprehensively evaluates the fresh, mechanical, durability, and microstructural performance of self-compacting concrete (SCC) incorporating fly ash (FA) and silica fume (SF) as supplementary cementitious materials (SCMs). Cement was partially replaced with FA at 20%, 30%, and 40% and SF at 5%, 7.5%, and 10%, forming both binary and ternary combinations. The optimum FA content was established at 30%, beyond which early strength decreased due to dilution effects. Ternary blends with 30% FA + 5–10% SF were further developed to examine synergistic effects. Fresh property tests (slump flow, T₅₀₀, V-funnel, and L-box) confirmed all SCC mixes satisfied EFNARC criteria, with ternary blends exhibiting the best balance between flowability (720 mm slump flow), viscosity (T₅₀₀ = 3.5 s), and passing ability (H₂/H₁ ≥ 0.9). Mechanical performance improved consistently with SCM incorporation; at 180 days, the FA30SF7.5 mix attained 68 MPa compressive strength, 6.3 MPa split tensile, and 8.9 MPa flexural strength, surpassing the control by 17–22%. Durability tests demonstrated marked improvement, sorptivity reduced by 34%, rapid chloride penetration test (RCPT) charge fell from 3600 C (Moderate) to 800 C (Very Low), and ultrasonic pulse velocity (UPV) exceeded 4.75 km/s, confirming a highly dense matrix. Microstructural analysis revealed a compact C–S–H gel network and diminished portlandite content in ternary mixes, evidencing improved hydration and pozzolanic activity. Machine learning (ML) models (KNN, SVM, DT, and RF) successfully predicted compressive strength, with the Random Forest model achieving R 2 of 0.97. The combined experimental–ML approach demonstrates that SCC with 30% FA and 7.5% SF offers optimal performance, coupling sustainability with superior mechanical and durability characteristics.
  • Sustainable Paving Solutions: Laboratory Analysis of Geopolymer Paver Blocks with Reclaimed Asphalt Pavement Aggregates
    Yeswanth Paluri, Teja Prathipati S R R, Vijay Kunamineni, Bhavitha Chowdary V, Tottaramudi Pavan Kumar
    Ssrg International Journal of Civil Engineering, 2025
    India's urban infrastructure faces a critical gap in pedestrian and non-motorized transport facilities. While Concrete Paver Blocks (CPBs) are commonly used for this purpose, their production has significant environmental impacts. This investigation examines geopolymer concrete as a viable, sustainable substitute for conventional paver blocks. Geopolymer Paver Blocks (GPBs) are synthesized utilizing fly ash, Ground Granulated Blast furnace Slag (GGBS), and an alkaline activating agent. Reclaimed Asphalt Pavement (RAP) aggregates were integrated to augment sustainability further as a substitute for traditional aggregates. The study evaluated the mechanical, durability, and abrasion properties of the developed GPBs, comparing them to traditional CPBs. Incorporating Reclaimed Asphalt Pavement (RAP) aggregates contributed to a decrease in the workability of freshly mixed concrete. Empirical investigations demonstrated that integrating RAP aggregates led to a deterioration in the mechanical strength characteristics of Geopolymer Binders (GPBs); however, they still adhered to the requirements as per IS 15658: 2021. Notably, GPBs exhibited enhanced durability attributes compared to traditional concrete. Moreover, the research found that the abrasion loss of GPBs was less than that of CPBs, although an increase in RAP content was associated with heightened abrasion loss. The insights gained from this study reinforce the potential of incorporating RAP into GPBs as a significant step toward sustainable infrastructure development, thereby reducing the carbon footprint associated with conventional cement-based materials.
  • An experimental investigation on the corrosion resistance and bond behaviour of concrete reinforced with stainless steel and carbon steel bars – a comparative study
    Hanuma Kasagani, Chava Srinivas, K. Anjaneyula Naik, S. R. R. Teja P., S. Sai Phani Swethaswari
    Journal of Building Pathology and Rehabilitation, 2024
  • Experimental and analytical investigation of a model towards predicting the compressive stress–strain behavior of Graded Glass Fiber Reinforced Concrete (GGFRC) using fiber reinforcing index
    Hanuma Kasagani, S. R. R. Teja Prathipati, Srikanth Koniki, C. B. K. Rao
    Structural Concrete, 2024
    The stress–strain behavior of graded glass fiber reinforced concrete (GGFRC) is a crucial factor in its performance and appropriateness for diverse applications. In the present study, experimental and analytical methods were used to develop a model for the stress–strain behavior of GGFRC under uniaxial loading. The experimental program is designed to investigate the impact of mono glass fibers (3, 6, 12, and 20 mm) with varying volume fractions (0.1%–0.5%) and graded glass fibers (combinations of 3 + 6 + 12 + 20 mm) on the behavior of concrete of M50 grade. By grading glass fiber lengths in the concrete, GGFRC's pre‐peak strength and post‐peak deformation have increased, allowing the composite to control the various scales of cracking. A uniaxial compressive stress–strain model has been developed utilizing the fiber reinforcing index to predict the stress–strain curves of GGFRC in compression. The fiber reinforcing index, which is a measure of the quantity of fiber reinforcement in the material, is used as a variable in the current model to observe how it impacts the material's behavior. This would help evaluate the material's behavior under uniaxial compressive loading conditions and then use that data to develop a mathematical model that can predict the material's response under other conditions. Finally, it can be concluded that there is a significant correlation between the experimental results and the proposed analytical model.
  • Preface
    Innovations and Applications of Fiber Reinforced Concrete, 2024
  • Innovations and applications of fiber-reinforced concrete
    Innovations and Applications of Fiber Reinforced Concrete, 2024
  • An experimental study on the effect of a Viscosity Modifying Agent on the rheological and strength behaviour of 3D Printed Concrete
    SRR Teja Prathipati, J. Vardhan, D. Murali, C. Nithin, C. Karthik Sai
    Journal of Physics Conference Series, 2024
    Automatic construction technologies have become the primary focus of the global construction sector. 3D printing is one of the disruptive technologies emerging from Industrial Revolution 4.0. 3D printing has grown increasingly popular in concrete construction due to its architectural freedom, speed, formwork-free printing, lesser waste creation, eco-friendliness, affordability, and safety. There were issues with the printing process when manufacturing 3D-Printed Concrete (3DPC) mixes, such as poor extrusion and buildability issues. This study investigates the use of Viscosity Modifying Agents (VMAs) in 3DPC to improve printability as well as structural integrity. VMAs, known for their capacity to change the rheological properties of concrete mixtures, are used selectively to optimise the material’s flow behaviour throughout the 3D printing process. The study compares the effect of VMA concentrations on the workability and buildability properties of 3DPC mixtures. Comparative examinations of VMA-enhanced and traditional 3DPC specimens indicate that an optimised VMA dose improves structural performance. The findings of this study hold significant relevance for the advancement of 3D printing technology in construction, offering a more nuanced understanding of the role of VMAs in optimising concrete mixtures for additive manufacturing.
  • Evaluating the effect of steel fibers on the mechanical performance of high-volume fly ash concrete
    Kunamineni Vijay, S R R Teja Prathipati, Tummala Santhi Sagar, Yeswanth Paluri
    Iop Conference Series Earth and Environmental Science, 2023
  • Performance Assessment of Recycled Aggregate Concrete Blended with Supplementary Cementitious Materials and Steel Fibers: An Approach Towards Developing Green and Sustainable Concrete
    S. R. R. Teja Prathipati, Yeswanth Paluri, Hanuma Kasagani, Kunamineni Vijay
    Lecture Notes in Civil Engineering, 2023
  • Experimental Investigation on Thermal Insulation of Sustainable 3D Printable Concrete by Using Corncob Powder
    S Lohith Sai, Hanuma Kasagani, P Sri Ram Ravi Teja, M Uday Kiran Naik, M Praveen D Jithendra
    Iop Conference Series Earth and Environmental Science, 2023
  • Evaluating the feasibility of blending fly ash and quarry dust in high-strength concrete to develop a sustainable concrete: A Study on the Mechanical and Durability Properties
    S.R.R. Teja Prathipati, Yeswanth Paluri, Kunamineni Vijay, V Bhavita Chowdary
    Iop Conference Series Earth and Environmental Science, 2022
  • Mechanical behavior of triple-blended hybrid fiber-reinforced concrete: an experimental and numerical study
    Srikanth Koniki, Hanuma Kasagani, Sri Ram Ravi Teja Prathipati, Yeswanth Paluri
    Innovative Infrastructure Solutions, 2021
  • Influence of graded glass fibres on strain hardening and strain softening behaviour of CGGF under uniaxial stress
    Hanuma Kasagani, Sri Ram Ravi Teja Prathipati, Chittem Butchi Kamiswara Rao
    Magazine of Concrete Research, 2021
  • A study on the uniaxial compressive behaviour of graded fiber reinforced concrete using glass fiber/steel fiber
    S. R. R. Teja Prathipati, C. B. K. Rao
    Innovative Infrastructure Solutions, 2021
  • Mechanical behavior of hybrid fiber reinforced high strength concrete with graded fibers
    S. Prathipati, C. Rao, N. Murthy
    International Journal of Engineering Transactions B Applications, 2020
  • A study on the uniaxial behavior of hybrid graded fiber reinforced concrete with glass and steel fibers
    S.R.R. Teja Prathipati, C.B.K. Rao
    Materials Today Proceedings, 2020
  • Assessment of fiber distribution characteristics in the hybrid fiber reinforced concrete - An experimental study
    S.R.R.Teja Prathipati, Srikanth Koniki, C.B.K. Rao, Hanuma Kasagani
    Materials Today Proceedings, 2020
  • A study on the fiber distribution characteristics of hybrid fiber reinforced high strength concrete with steel and glass fibers
    S.R.R. Teja Prathipati, Inamullah Khan, C.B.K. Rao, Hanuma Kasagani
    Materials Today Proceedings, 2020

RECENT SCHOLAR PUBLICATIONS

  • Influence of Geometrical Parameters on Local Buckling in Steel I-Sections
    H Kasagani, P Oggu, SRRT Prathipati, BM Krishna, S Koniki
    Journal of Structural Design and Construction Practice 31 (2), 04025150 , 2026
    2026.0
  • Integrated experimental, machine learning, and life-cycle assessment of fly ash–silica fume based self-compacting geopolymer concrete
    SSAB Padavala, S Avudaiappan, SRRT Prathipati, Y Paluri, V Sainath, ...
    Scientific Reports , 2026
    2026.0
  • Self-compacting concrete with fly ash and silica fume: experimental evaluation, microstructural analysis, and machine learning modeling
    SSAB Padavala, S Avudaiappan, Y Paluri, CN Bharath, SRRT Prathipati, ...
    Scientific Reports , 2025
    2025.0
    Citations: 5
  • Experimental and analytical investigation of a model towards predicting the compressive stress–strain behavior of Graded Glass Fiber Reinforced Concrete (GGFRC) using fiber …
    H Kasagani, SRRT Prathipati, S Koniki, CBK Rao
    Structural Concrete 25 (4), 2947-2967 , 2024
    2024.0
    Citations: 3
  • An experimental study on the effect of a Viscosity Modifying Agent on the rheological and strength behaviour of 3D Printed Concrete
    SRRT Prathipati, J Vardhan, D Murali, C Nithin, C Karthik Sai
    Journal of Physics: Conference Series 2779 (1), 012087 , 2024
    2024.0
    Citations: 2
  • Impact of the Fiber Distribution Characteristics on the Uniaxial Behaviour of Fiber-Reinforced Composites-An Experimental Study
    CB Rao, SRR Prathipati, H Kasagani
    Qatar University Press , 2023
    2023.0
  • Evaluating the effect of steel fibers on the mechanical performance of high-volume fly ash concrete
    K Vijay, SRR Teja Prathipati, TS Sagar, Y Paluri
    IOP Conference Series: Earth and Environmental Science 1130 (1), 012018 , 2023
    2023.0
    Citations: 13
  • Performance assessment of recycled aggregate concrete blended with supplementary cementitious materials and steel fibers: an approach towards developing green and sustainable …
    SRRT Prathipati, Y Paluri, H Kasagani, K Vijay
    National conference on Advances in Construction Materials and Management … , 2022
    2022.0
    Citations: 19
  • Innovative Technology for Smart Construction Materials and Sustainable Infrastructure (ITSCMSI) 14 th & 15 th October, 2022
    CBK Rao, H Kasagani, A Charpe, SRRT Prathipati, Y Paluri, VM Highway
    VR Siddhartha Engineering College , 2022
    2022.0
  • Evaluating the feasibility of blending fly ash and quarry dust in high-strength concrete to develop a sustainable concrete: A Study on the Mechanical and Durability Properties
    SRR Teja Prathipati, Y Paluri, K Vijay, V Bhavita Chowdary
    IOP Conference Series: Earth and Environmental Science 1086 (1), 012060 , 2022
    2022.0
    Citations: 32
  • National conference on Advances in Construction Materials and Management
    ST Prathipati, Y Paluri, H Kasagani, K Vijay
    Springer Nature Singapore , 2022
    2022.0
    Citations: 6
  • Mechanical behavior of triple-blended hybrid fiber-reinforced concrete: an experimental and numerical study
    S Koniki, H Kasagani, SRRT Prathipati, Y Paluri
    Innovative Infrastructure Solutions 6 (3), 154 , 2021
    2021.0
    Citations: 26
  • Influence of graded glass fibres on strain hardening and strain softening behaviour of CGGF under uniaxial stress
    H Kasagani, SRR Teja Prathipati, CBK Rao
    Magazine of Concrete Research 73 (13), 674-700 , 2021
    2021.0
    Citations: 15
  • A study on the uniaxial compressive behaviour of graded fiber reinforced concrete using glass fiber/steel fiber
    SRR Teja Prathipati, CBK Rao
    Innovative Infrastructure Solutions 6 (2), 74 , 2021
    2021.0
    Citations: 30
  • Web-flange interaction on local buckling of I-sections-a study in relation to IS800-2007
    H Kasagani, CBK Rao, SRRT Prathipati
    Journal of Structural Engineering 48 (4), 319-325 , 2021
    2021.0
  • Assessment of fiber distribution characteristics in the hybrid fiber reinforced concrete–An experimental study
    SRRT Prathipati, S Koniki, CBK Rao, H Kasagani
    Materials Today: Proceedings 38, 2541-2548 , 2021
    2021.0
    Citations: 9
  • A study on the fiber distribution characteristics of hybrid fiber reinforced high strength concrete with steel and glass fibers
    SRRT Prathipati, I Khan, CBK Rao, H Kasagani
    Materials Today: Proceedings 43, 962-969 , 2021
    2021.0
    Citations: 12
  • Mechanical behavior of hybrid fiber reinforced high strength concrete with graded fibers
    S Prathipati, CBK Rao, NRD Murthy
    International Journal of Engineering 33 (8), 1465-1471 , 2020
    2020.0
    Citations: 30
  • A study on the uniaxial behavior of hybrid graded fiber reinforced concrete with glass and steel fibers
    SRRT Prathipati, CBK Rao
    Materials today: proceedings 32, 764-770 , 2020
    2020.0
    Citations: 31
  • Sustainable Paving Solutions: Laboratory Analysis of Geopolymer Paver Blocks with Reclaimed Asphalt Pavement Aggregates
    Y Paluri, SRRT Prathipati, V Kunamineni, VB Chowdary, TP Kumar
    Citations: 1

MOST CITED SCHOLAR PUBLICATIONS

  • Evaluating the feasibility of blending fly ash and quarry dust in high-strength concrete to develop a sustainable concrete: A Study on the Mechanical and Durability Properties
    SRR Teja Prathipati, Y Paluri, K Vijay, V Bhavita Chowdary
    IOP Conference Series: Earth and Environmental Science 1086 (1), 012060 , 2022
    2022.0
    Citations: 32
  • A study on the uniaxial behavior of hybrid graded fiber reinforced concrete with glass and steel fibers
    SRRT Prathipati, CBK Rao
    Materials today: proceedings 32, 764-770 , 2020
    2020.0
    Citations: 31
  • A study on the uniaxial compressive behaviour of graded fiber reinforced concrete using glass fiber/steel fiber
    SRR Teja Prathipati, CBK Rao
    Innovative Infrastructure Solutions 6 (2), 74 , 2021
    2021.0
    Citations: 30
  • Mechanical behavior of hybrid fiber reinforced high strength concrete with graded fibers
    S Prathipati, CBK Rao, NRD Murthy
    International Journal of Engineering 33 (8), 1465-1471 , 2020
    2020.0
    Citations: 30
  • Mechanical behavior of triple-blended hybrid fiber-reinforced concrete: an experimental and numerical study
    S Koniki, H Kasagani, SRRT Prathipati, Y Paluri
    Innovative Infrastructure Solutions 6 (3), 154 , 2021
    2021.0
    Citations: 26
  • Performance assessment of recycled aggregate concrete blended with supplementary cementitious materials and steel fibers: an approach towards developing green and sustainable …
    SRRT Prathipati, Y Paluri, H Kasagani, K Vijay
    National conference on Advances in Construction Materials and Management … , 2022
    2022.0
    Citations: 19
  • Influence of graded glass fibres on strain hardening and strain softening behaviour of CGGF under uniaxial stress
    H Kasagani, SRR Teja Prathipati, CBK Rao
    Magazine of Concrete Research 73 (13), 674-700 , 2021
    2021.0
    Citations: 15
  • Evaluating the effect of steel fibers on the mechanical performance of high-volume fly ash concrete
    K Vijay, SRR Teja Prathipati, TS Sagar, Y Paluri
    IOP Conference Series: Earth and Environmental Science 1130 (1), 012018 , 2023
    2023.0
    Citations: 13
  • A study on the fiber distribution characteristics of hybrid fiber reinforced high strength concrete with steel and glass fibers
    SRRT Prathipati, I Khan, CBK Rao, H Kasagani
    Materials Today: Proceedings 43, 962-969 , 2021
    2021.0
    Citations: 12
  • Assessment of fiber distribution characteristics in the hybrid fiber reinforced concrete–An experimental study
    SRRT Prathipati, S Koniki, CBK Rao, H Kasagani
    Materials Today: Proceedings 38, 2541-2548 , 2021
    2021.0
    Citations: 9
  • National conference on Advances in Construction Materials and Management
    ST Prathipati, Y Paluri, H Kasagani, K Vijay
    Springer Nature Singapore , 2022
    2022.0
    Citations: 6
  • Self-compacting concrete with fly ash and silica fume: experimental evaluation, microstructural analysis, and machine learning modeling
    SSAB Padavala, S Avudaiappan, Y Paluri, CN Bharath, SRRT Prathipati, ...
    Scientific Reports , 2025
    2025.0
    Citations: 5
  • Experimental and analytical investigation of a model towards predicting the compressive stress–strain behavior of Graded Glass Fiber Reinforced Concrete (GGFRC) using fiber …
    H Kasagani, SRRT Prathipati, S Koniki, CBK Rao
    Structural Concrete 25 (4), 2947-2967 , 2024
    2024.0
    Citations: 3
  • An experimental study on the effect of a Viscosity Modifying Agent on the rheological and strength behaviour of 3D Printed Concrete
    SRRT Prathipati, J Vardhan, D Murali, C Nithin, C Karthik Sai
    Journal of Physics: Conference Series 2779 (1), 012087 , 2024
    2024.0
    Citations: 2
  • Sustainable Paving Solutions: Laboratory Analysis of Geopolymer Paver Blocks with Reclaimed Asphalt Pavement Aggregates
    Y Paluri, SRRT Prathipati, V Kunamineni, VB Chowdary, TP Kumar
    Citations: 1
  • Influence of Geometrical Parameters on Local Buckling in Steel I-Sections
    H Kasagani, P Oggu, SRRT Prathipati, BM Krishna, S Koniki
    Journal of Structural Design and Construction Practice 31 (2), 04025150 , 2026
    2026.0
  • Integrated experimental, machine learning, and life-cycle assessment of fly ash–silica fume based self-compacting geopolymer concrete
    SSAB Padavala, S Avudaiappan, SRRT Prathipati, Y Paluri, V Sainath, ...
    Scientific Reports , 2026
    2026.0
  • Impact of the Fiber Distribution Characteristics on the Uniaxial Behaviour of Fiber-Reinforced Composites-An Experimental Study
    CB Rao, SRR Prathipati, H Kasagani
    Qatar University Press , 2023
    2023.0
  • Innovative Technology for Smart Construction Materials and Sustainable Infrastructure (ITSCMSI) 14 th & 15 th October, 2022
    CBK Rao, H Kasagani, A Charpe, SRRT Prathipati, Y Paluri, VM Highway
    VR Siddhartha Engineering College , 2022
    2022.0
  • Web-flange interaction on local buckling of I-sections-a study in relation to IS800-2007
    H Kasagani, CBK Rao, SRRT Prathipati
    Journal of Structural Engineering 48 (4), 319-325 , 2021
    2021.0