D. W. Scharpf

2.1k total citations · 1 hit paper
30 papers, 1.5k citations indexed

About

D. W. Scharpf is a scholar working on Mechanics of Materials, Control and Systems Engineering and Civil and Structural Engineering. According to data from OpenAlex, D. W. Scharpf has authored 30 papers receiving a total of 1.5k indexed citations (citations by other indexed papers that have themselves been cited), including 18 papers in Mechanics of Materials, 13 papers in Control and Systems Engineering and 11 papers in Civil and Structural Engineering. Recurrent topics in D. W. Scharpf's work include Composite Structure Analysis and Optimization (11 papers), Dynamics and Control of Mechanical Systems (9 papers) and Structural Analysis and Optimization (5 papers). D. W. Scharpf is often cited by papers focused on Composite Structure Analysis and Optimization (11 papers), Dynamics and Control of Mechanical Systems (9 papers) and Structural Analysis and Optimization (5 papers). D. W. Scharpf collaborates with scholars based in Germany, United Kingdom and Mexico. D. W. Scharpf's co-authors include John Argyris, Isaac Fried, P.C. Dunne, Hans-Peter Mlejnek, H. Balmer, J.St. Doltsinis, Maria Haase, Matthias A. Müller, Michał Kleiber and Kaspar Willam and has published in prestigious journals such as Computer Methods in Applied Mechanics and Engineering, AIAA Journal and Computers & Structures.

In The Last Decade

D. W. Scharpf

29 papers receiving 1.4k citations

Hit Papers

The TUBA Family of Plate Elements for the Matrix Displace... 1968 2026 1987 2006 1968 100 200 300

Peers — A (Enhanced Table)

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

Name h Career Trend Papers Cites
D. W. Scharpf Germany 16 890 675 407 381 262 30 1.5k
P.C. Dunne Germany 16 725 0.8× 584 0.9× 386 0.9× 186 0.5× 202 0.8× 23 1.2k
J.St. Doltsinis Germany 15 687 0.8× 238 0.4× 181 0.4× 382 1.0× 271 1.0× 26 1.1k
G.L. Goudreau United States 6 620 0.7× 241 0.4× 188 0.5× 263 0.7× 245 0.9× 14 1.1k
Alfred G. Striz United States 23 2.0k 2.3× 1.2k 1.7× 659 1.6× 345 0.9× 344 1.3× 75 2.5k
W. E. Haisler United States 19 606 0.7× 458 0.7× 253 0.6× 138 0.4× 210 0.8× 50 913
B. Tabarrok Canada 23 842 0.9× 941 1.4× 978 2.4× 394 1.0× 454 1.7× 142 2.0k
Earl A. Thornton United States 19 605 0.7× 632 0.9× 306 0.8× 567 1.5× 256 1.0× 93 1.6k
M. Borri Italy 19 648 0.7× 499 0.7× 728 1.8× 272 0.7× 176 0.7× 43 1.5k
Menahem Baruch Israel 22 1.5k 1.6× 1.9k 2.8× 577 1.4× 158 0.4× 806 3.1× 74 2.6k
B. O. Almroth United States 20 1.8k 2.0× 1.6k 2.3× 586 1.4× 251 0.7× 607 2.3× 50 2.5k

Countries citing papers authored by D. W. Scharpf

Since Specialization
Citations

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

Fields of papers citing papers by D. W. Scharpf

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by D. W. Scharpf. 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 D. W. Scharpf. The network helps show where D. W. Scharpf may publish in the future.

Co-authorship network of co-authors of D. W. Scharpf

This figure shows the co-authorship network connecting the top 25 collaborators of D. W. Scharpf. A scholar is included among the top collaborators of D. W. Scharpf 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 D. W. Scharpf. D. W. Scharpf 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.
Argyris, John, H. Balmer, J.St. Doltsinis, et al.. (1979). Finite element method — the natural approach. Computer Methods in Applied Mechanics and Engineering. 17-18. 1–106. 193 indexed citations
2.
Scharpf, D. W.. (1978). A new method of stress calculation in the matrix displacement analysis. Computers & Structures. 8(3-4). 465–477. 6 indexed citations
3.
Argyris, John, P.C. Dunne, & D. W. Scharpf. (1978). On large displacement-small strain analysis of structures with rotational degrees of freedom. Computer Methods in Applied Mechanics and Engineering. 14(3). 401–451. 146 indexed citations
4.
Argyris, John & D. W. Scharpf. (1972). Large Deflection Analysis of Prestressed Networks. Journal of the Structural Division. 98(3). 633–654. 90 indexed citations
5.
Argyris, John, et al.. (1972). Non-linear methods of structural analysis. Nuclear Engineering and Design. 19(1). 169–197. 5 indexed citations
6.
Argyris, John, et al.. (1972). Linear methods of structural analysis. Nuclear Engineering and Design. 19(1). 139–167.
7.
Argyris, John & D. W. Scharpf. (1972). Matrix displacement analysis of shells and plates including transverse shear strain effects. Computer Methods in Applied Mechanics and Engineering. 1(1). 81–139. 20 indexed citations
8.
Argyris, John, et al.. (1971). A direct modification procedure for the displacement method. AIAA Journal. 9(9). 1861–1864. 13 indexed citations
9.
Argyris, John, et al.. (1971). Nonlinear Methods of Structural Analysis. NCSU Libraries Repository (North Carolina State University Libraries). 2 indexed citations
10.
Argyris, John, et al.. (1970). Two- and three-dimensional flow analysis using finite elements. Nuclear Engineering and Design. 11(2). 230–236. 4 indexed citations
11.
Argyris, John & D. W. Scharpf. (1970). Two- and three-dimensional potential flow analysis by the method of singularities. Nuclear Engineering and Design. 11(2). 237–240. 2 indexed citations
12.
Argyris, John & D. W. Scharpf. (1970). Finite element formulation of the incompressible lubrication problem. Nuclear Engineering and Design. 11(2). 225–229. 6 indexed citations
13.
Argyris, John, et al.. (1969). Two and Three-Dimensional Flow using Finite Elements. The Aeronautical Journal. 73(707). 961–964. 13 indexed citations
14.
Argyris, John & D. W. Scharpf. (1969). A Sequel to Technical Note 15: The SHEBA Family of Shell Elements for the Matrix Displacement Method. The Aeronautical Journal. 73(701). 423–426. 6 indexed citations
15.
Argyris, John & D. W. Scharpf. (1969). A Sequel to Technical Note 13: The Curved Tetrahedronal and Triangular Elements TEC and TRIC for the Matrix Displacement Method. The Aeronautical Journal. 73(697). 55–65. 11 indexed citations
16.
Argyris, John & D. W. Scharpf. (1969). Some General Considerations on the Natural Mode Technique. The Aeronautical Journal. 73(700). 361–368. 19 indexed citations
17.
Argyris, John & D. W. Scharpf. (1969). The Incompressible Lubrication Problem. The Aeronautical Journal. 73(708). 1044–1046. 7 indexed citations
18.
Argyris, John, et al.. (1969). Die elastoplastische Berechnung von allgemeinen Tragwerken und Kontinua. Archive of Applied Mechanics. 37(5). 326–352. 17 indexed citations
19.
Argyris, John, et al.. (1968). Some New Elements for the Matrix Displacement Method. Defense Technical Information Center (DTIC). 2 indexed citations
20.
Argyris, John & D. W. Scharpf. (1968). The SHEBA Family of Shell Elements for the Matrix Displacement Method. The Aeronautical Journal. 72(694). 873–883. 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.

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