Hit papers significantly outperform the citation benchmark for their cohort. A paper qualifies
if it has ≥500 total citations, achieves ≥1.5× the top-1% citation threshold for papers in the
same subfield and year (this is the minimum needed to enter the top 1%, not the average
within it), or reaches the top citation threshold in at least one of its specific research
topics.
Influence of fibers on fresh and hardened properties of Ultra High Performance Concrete (UHPC)—A review
2022127 citationsPrabhat Ranjan Prem, Senthil Kumar Kaliyavaradhan et al.Journal of Building Engineeringprofile →
Peers — A (Enhanced Table)
Peers by citation overlap · career bar shows stage (early→late)
cites ·
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This map shows the geographic impact of P.S. Ambily's research. It shows the number of citations coming from papers published by authors working in each country. You can also color the map by specialization and compare the number of citations received by P.S. Ambily with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites P.S. Ambily more than expected).
This network shows the impact of papers produced by P.S. Ambily. Nodes represent research fields, and links connect fields that are likely to share authors. Colored nodes show fields that tend to cite the papers produced by P.S. Ambily. The network helps show where P.S. Ambily may publish in the future.
Co-authorship network of co-authors of P.S. Ambily
This figure shows the co-authorship network connecting the top 25 collaborators of P.S. Ambily.
A scholar is included among the top collaborators of P.S. Ambily based on the total number of
citations received by their joint publications. Widths of edges
represent the number of papers authors have co-authored together.
Node borders
signify the number of papers an author published with P.S. Ambily. P.S. Ambily is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Prem, Prabhat Ranjan, et al.. (2022). Influence of fibers on fresh and hardened properties of Ultra High Performance Concrete (UHPC)—A review. Journal of Building Engineering. 57. 104922–104922.127 indexed citations breakdown →
7.
Kaliyavaradhan, Senthil Kumar, et al.. (2022). Test methods for 3D printable concrete. Automation in Construction. 142. 104529–104529.65 indexed citations
Dattatreya, J. K., et al.. (2014). Investigation on behaviour of reinforced geopolymer concrete slab under repeated low velocity impact loading. International Journal of Innovative Research in Science Engineering and Technology. 3(3).4 indexed citations
13.
Ambily, P.S., et al.. (2014). Studies on flexural behaviour of reinforced geopolymer concrete beams with lightweight aggregates. International Journal of Civil and Structural Engineering. 4(3). 295–305.6 indexed citations
Ambily, P.S., et al.. (2012). Experimental studies on Shear behaviour of reinforced Geopolymer concrete thin webbed T -beams with and without fibres. International Journal of Civil and Structural Engineering. 3(1). 128–140.12 indexed citations
Ambily, P.S., et al.. (2011). Experimental and analytical investigations on shear behaviour of reinforced geopolymer concrete beams. International Journal of Civil and Structural Engineering. 2(2). 682–697.10 indexed citations
20.
Dattatreya, J. K., et al.. (2011). Flexural behaviour of reinforced Geopolymer concrete beams. International Journal of Civil and Structural Engineering. 2(1). 138–159.68 indexed citations
Rankless uses publication and citation data sourced from OpenAlex, an open and comprehensive
bibliographic database. While OpenAlex provides broad and valuable coverage of the global
research landscape, it—like all bibliographic datasets—has inherent limitations. These include
incomplete records, variations in author disambiguation, differences in journal indexing, and
delays in data updates. As a result, some metrics and network relationships displayed in
Rankless may not fully capture the entirety of a scholar's output or impact.