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.
An arbitrary lagrangian-eulerian finite element method for transient dynamic fluid-structure interactions
19821.1k citationsJ. Donéa, Stefano Giuliani et al.Computer Methods in Applied Mechanics and Engineeringprofile →
Peers — A (Enhanced Table)
Peers by citation overlap · career bar shows stage (early→late)
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This map shows the geographic impact of J.P. Halleux'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 J.P. Halleux with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites J.P. Halleux more than expected).
This network shows the impact of papers produced by J.P. Halleux. 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 J.P. Halleux. The network helps show where J.P. Halleux may publish in the future.
Co-authorship network of co-authors of J.P. Halleux
This figure shows the co-authorship network connecting the top 25 collaborators of J.P. Halleux.
A scholar is included among the top collaborators of J.P. Halleux 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 J.P. Halleux. J.P. Halleux is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Casadei, Folco, et al.. (1989). PLEXIS-3C: A Computer Code for Fast Dynamic Problems in Structures and Fluids. NCSU Libraries Repository (North Carolina State University Libraries).8 indexed citations
Donéa, J., et al.. (1979). An Arbitrary Lagrangian Eulerian Finite Element Procedure for Transient Dynamic Fluid-Structure Interaction Problems. NCSU Libraries Repository (North Carolina State University Libraries).4 indexed citations
Donéa, J., Stefano Giuliani, & J.P. Halleux. (1976). Theoretical aspects of the EURDYN computer programs for non-linear transient dynamic analysis of structural components.
16.
Voort, E. van der & J.P. Halleux. (1973). An Algorithm for Non Linear Data Fit by the Least Squares Method. EUR 4959.. Archive of European Integration (AEI) (University of Pittsburgh).1 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.