E. S. Bernard

922 total citations
48 papers, 638 citations indexed

About

E. S. Bernard is a scholar working on Civil and Structural Engineering, Building and Construction and Mechanics of Materials. According to data from OpenAlex, E. S. Bernard has authored 48 papers receiving a total of 638 indexed citations (citations by other indexed papers that have themselves been cited), including 46 papers in Civil and Structural Engineering, 34 papers in Building and Construction and 6 papers in Mechanics of Materials. Recurrent topics in E. S. Bernard's work include Structural Behavior of Reinforced Concrete (32 papers), Innovative concrete reinforcement materials (29 papers) and Structural Load-Bearing Analysis (9 papers). E. S. Bernard is often cited by papers focused on Structural Behavior of Reinforced Concrete (32 papers), Innovative concrete reinforcement materials (29 papers) and Structural Load-Bearing Analysis (9 papers). E. S. Bernard collaborates with scholars based in Australia, United States and Italy. E. S. Bernard's co-authors include Gregory J. Hancock, Young Bong Kwon, Russell Q. Bridge, R. Ian Gilbert, Richard Coleman, V.N. Tran, Ali Amin, Jason Weiss, Luca Facconi and Shelley Reid and has published in prestigious journals such as Construction and Building Materials, Industrial & Engineering Chemistry Research and Engineering Structures.

In The Last Decade

E. S. Bernard

47 papers receiving 574 citations

Peers — A (Enhanced Table)

Peers by citation overlap · career bar shows stage (early→late) cites · hero ref

Name h Career Trend Papers Cites
E. S. Bernard Australia 15 599 392 112 47 35 48 638
Mário Pimentel Portugal 14 675 1.1× 382 1.0× 63 0.6× 65 1.4× 37 1.1× 37 715
Ricardo Hallal Fakury Brazil 12 398 0.7× 236 0.6× 54 0.5× 40 0.9× 27 0.8× 58 432
Hélder D. Craveiro Portugal 21 1.1k 1.8× 697 1.8× 79 0.7× 78 1.7× 30 0.9× 57 1.1k
Lijuan Cheng United States 21 844 1.4× 704 1.8× 71 0.6× 43 0.9× 44 1.3× 48 917
Radim Čajka Czechia 16 606 1.0× 193 0.5× 51 0.5× 40 0.9× 61 1.7× 86 653
Oldřích Sucharda Czechia 16 519 0.9× 350 0.9× 76 0.7× 64 1.4× 30 0.9× 57 588
Xuechun Liu China 14 535 0.9× 336 0.9× 81 0.7× 75 1.6× 10 0.3× 65 631
Junfeng Jia China 18 811 1.4× 523 1.3× 50 0.4× 67 1.4× 14 0.4× 67 877
Qiyun Qiao China 17 790 1.3× 656 1.7× 66 0.6× 37 0.8× 12 0.3× 60 865
Pattamad Panedpojaman Thailand 11 397 0.7× 173 0.4× 49 0.4× 37 0.8× 25 0.7× 21 420

Countries citing papers authored by E. S. Bernard

Since Specialization
Citations

This map shows the geographic impact of E. S. Bernard'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 E. S. Bernard with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites E. S. Bernard more than expected).

Fields of papers citing papers by E. S. Bernard

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by E. S. Bernard. 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 E. S. Bernard. The network helps show where E. S. Bernard may publish in the future.

Co-authorship network of co-authors of E. S. Bernard

This figure shows the co-authorship network connecting the top 25 collaborators of E. S. Bernard. A scholar is included among the top collaborators of E. S. Bernard 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 E. S. Bernard. E. S. Bernard is excluded from the visualization to improve readability, since they are connected to all nodes in the network.

All Works

20 of 20 papers shown
1.
Bernard, E. S.. (2022). Long‐term post‐crack performance of high‐strength fiber‐reinforced concrete for structural applications. Structural Concrete. 24(1). 1134–1151. 4 indexed citations
2.
Bernard, E. S.. (2021). Crack Width Estimation Using Measurements of Central Deflection in ASTM C1609/C1609M. Advances in Civil Engineering Materials. 10(1). 244–261. 1 indexed citations
3.
Bernard, E. S., et al.. (2021). In situ flexural failure of unbonded fibre reinforced shotcrete linings in response to point loading. Tunnelling and Underground Space Technology. 119. 104235–104235. 3 indexed citations
4.
Bernard, E. S., et al.. (2020). Fibre reinforced sprayed concrete for ground support. Tunnelling and Underground Space Technology. 99. 103302–103302. 35 indexed citations
5.
Bernard, E. S., Ali Amin, & R. Ian Gilbert. (2020). Assessment of MC2010 and AS3600 models for estimating instantaneous flexural crack widths in fibre reinforced concrete members. Engineering Structures. 208. 110271–110271. 10 indexed citations
6.
Gilbert, R. Ian & E. S. Bernard. (2018). Post-cracking ductility of fibre reinforced concrete linings in combined bending and compression. Tunnelling and Underground Space Technology. 76. 1–9. 16 indexed citations
7.
Bernard, E. S., et al.. (2017). Influence of fibre count on variability in post-crack performance of fibre reinforced concrete. Materials and Structures. 50(3). 15 indexed citations
8.
Bernard, E. S.. (2016). Post-crack performance of fibre reinforced concrete and its effect on the first peak cracking load of slabs. Australian Journal of Structural Engineering. 17(3). 170–179. 2 indexed citations
9.
Bernard, E. S.. (2013). Development of a 1200-mm-Diameter Round Panel Test for Post-Crack Assessment of Fiber-Reinforced Concrete. Advances in Civil Engineering Materials. 2(1). 457–471. 15 indexed citations
10.
Bernard, E. S.. (2011). Influence of geometric factors on the punching load resistance of early-age fibre reinforced shotcrete linings. Tunnelling and Underground Space Technology. 26(4). 541–547. 8 indexed citations
11.
Bernard, E. S., et al.. (2010). Shrinkage Cracking Behavior of Fiber Reinforced Concrete: As Assessed Using the Restrained Ring Test. Journal of ASTM International. 7(7). 1–15. 6 indexed citations
12.
Bernard, E. S.. (2009). Influence of Test Machine Control Method on Flexural Performance of Fiber Reinforced Concrete Beams. Journal of ASTM International. 6(9). 1–16. 13 indexed citations
13.
Bernard, E. S.. (2007). Early-age load resistance of fibre reinforced shotcrete linings. Tunnelling and Underground Space Technology. 23(4). 451–460. 32 indexed citations
14.
Budman, Hector, et al.. (2003). Modeling and Simulation of Oriented Strandboard Pressing. Industrial & Engineering Chemistry Research. 42(21). 5229–5238. 6 indexed citations
15.
Bernard, E. S.. (2002). Correlations in the behaviour of fibre reinforced shotcrete beam and panel specimens. Materials and Structures. 35(247). 156–164. 14 indexed citations
16.
Bernard, E. S.. (2002). Correlations in the behaviour of fibre reinforced shotcrete beam and panel specimens. Materials and Structures. 35(3). 156–164. 56 indexed citations
17.
Bernard, E. S.. (2000). Behaviour of round steel fibre reinforced concrete panels under point loads. Materials and Structures. 33(3). 181–188. 27 indexed citations
18.
Bernard, E. S., Richard Coleman, & Russell Q. Bridge. (1999). Measurement and assessment of geometric imperfections in thin-walled panels. Thin-Walled Structures. 33(2). 103–126. 27 indexed citations
19.
Bernard, E. S., Russell Q. Bridge, & Gregory J. Hancock. (1996). Flang curling in profiled steel decks. Thin-Walled Structures. 25(1). 1–29. 14 indexed citations
20.
Bernard, E. S.. (1969). Dependence of plated-wire memory element lifetime on operating conditions. IEEE Transactions on Magnetics. 5(3). 516–516. 2 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.

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