P.C. Tse

683 total citations
22 papers, 556 citations indexed

About

P.C. Tse is a scholar working on Civil and Structural Engineering, Mechanics of Materials and Mechanical Engineering. According to data from OpenAlex, P.C. Tse has authored 22 papers receiving a total of 556 indexed citations (citations by other indexed papers that have themselves been cited), including 16 papers in Civil and Structural Engineering, 14 papers in Mechanics of Materials and 9 papers in Mechanical Engineering. Recurrent topics in P.C. Tse's work include Structural Analysis and Optimization (13 papers), Mechanical Behavior of Composites (8 papers) and Composite Structure Analysis and Optimization (7 papers). P.C. Tse is often cited by papers focused on Structural Analysis and Optimization (13 papers), Mechanical Behavior of Composites (8 papers) and Composite Structure Analysis and Optimization (7 papers). P.C. Tse collaborates with scholars based in Hong Kong, United Kingdom and United States. P.C. Tse's co-authors include R. Kitching, P.D. Soden, Kim-Ho Ip, Sun‐pui Ng, M.J. Hinton, S.R. Reid, Wai Yie Leong, Binqi Rao, Chak Yin Tang and Chi Pong Tsui and has published in prestigious journals such as Composites Science and Technology, Composites Part B Engineering and Journal of Sound and Vibration.

In The Last Decade

P.C. Tse

22 papers receiving 527 citations

Peers — A (Enhanced Table)

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

Name h Career Trend Papers Cites
P.C. Tse Hong Kong 13 420 284 210 83 73 22 556
A. Langkamp Germany 16 343 0.8× 203 0.7× 244 1.2× 148 1.8× 36 0.5× 39 537
R. Palaninathan India 12 404 1.0× 284 1.0× 186 0.9× 27 0.3× 86 1.2× 30 582
Kyeongsik Woo South Korea 16 608 1.4× 447 1.6× 290 1.4× 227 2.7× 56 0.8× 76 874
Farjad Shadmehri Canada 15 426 1.0× 206 0.7× 248 1.2× 52 0.6× 99 1.4× 42 605
F. Choy United States 7 224 0.5× 284 1.0× 249 1.2× 32 0.4× 48 0.7× 13 567
Robert Murray Jones Germany 3 274 0.7× 181 0.6× 138 0.7× 59 0.7× 29 0.4× 7 452
Guy Gendron Canada 14 406 1.0× 237 0.8× 199 0.9× 118 1.4× 33 0.5× 29 592
K Hazra United Kingdom 9 228 0.5× 180 0.6× 206 1.0× 68 0.8× 33 0.5× 15 424
Valery V. Vasiliev Russia 5 384 0.9× 226 0.8× 233 1.1× 63 0.8× 42 0.6× 7 591
O. Falcó Spain 9 424 1.0× 162 0.6× 192 0.9× 71 0.9× 25 0.3× 11 486

Countries citing papers authored by P.C. Tse

Since Specialization
Citations

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

Fields of papers citing papers by P.C. Tse

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by P.C. Tse. 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.C. Tse. The network helps show where P.C. Tse may publish in the future.

Co-authorship network of co-authors of P.C. Tse

This figure shows the co-authorship network connecting the top 25 collaborators of P.C. Tse. A scholar is included among the top collaborators of P.C. Tse 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.C. Tse. P.C. Tse 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.
Tse, P.C., et al.. (2003). Large deflections of composite circular springs with extended flat contact surfaces. Composite Structures. 63(2). 253–260. 3 indexed citations
2.
Leong, Wai Yie, et al.. (2003). Spring constant of fibre-reinforced plastics circular springs embedded with nickel–titanium alloy wire. Composite Structures. 65(3-4). 319–328. 5 indexed citations
4.
Ip, Kim-Ho & P.C. Tse. (2002). Locating damage in circular cylindrical composite shells based on frequency sensitivities and mode shapes. European Journal of Mechanics - A/Solids. 21(4). 615–628. 25 indexed citations
5.
Tse, P.C., et al.. (2002). Stress and failure analysis of woven composite plates with adhesive patch-reinforced circular hole. Composites Part B Engineering. 33(1). 57–65. 14 indexed citations
6.
Ip, Kim-Ho & P.C. Tse. (2001). Optimal configuration of a piezoelectric patch for vibration control of isotropic rectangular plates. Smart Materials and Structures. 10(2). 395–403. 26 indexed citations
7.
Tse, P.C., S.R. Reid, & Sun‐pui Ng. (2001). Spring constants of filament-wound composite circular rings. Proceedings of the Institution of Mechanical Engineers Part C Journal of Mechanical Engineering Science. 215(2). 211–226. 6 indexed citations
8.
Ng, Sun‐pui, et al.. (2001). Progressive failure analysis of 2/2 twill weave fabric composites with moulded-in circular hole. Composites Part B Engineering. 32(2). 139–152. 20 indexed citations
9.
Ip, Kim-Ho & P.C. Tse. (2001). Determination of Dynamic Flexural and Shear Moduli of Thick Composite Beams Using Natural Frequencies. Journal of Composite Materials. 35(17). 1553–1569. 12 indexed citations
10.
Ng, Sun‐pui, et al.. (2000). 3D finite element analysis of tensile notched strength of 2/2 twill weave fabric composites with drilled circular hole. Composites Part B Engineering. 31(2). 113–132. 24 indexed citations
11.
Tse, P.C., et al.. (2000). Large deflections of elastic composite circular springs under uniaxial tension. International Journal of Non-Linear Mechanics. 35(2). 293–307. 16 indexed citations
12.
Ng, Sun‐pui, et al.. (1998). Numerical and experimental determination of in-plane elastic properties of 2/2 twill weave fabric composites. Composites Part B Engineering. 29(6). 735–744. 66 indexed citations
13.
Ip, Kim-Ho, et al.. (1998). Material characterization for orthotropic shells using modal analysis and Rayleigh-Ritz models. Composites Part B Engineering. 29(4). 397–409. 19 indexed citations
14.
Tse, P.C., et al.. (1997). A note on large deflection of elastic composite circular springs under tension and in push-pull configuration. Composite Structures. 40(3-4). 223–230. 3 indexed citations
15.
Ip, Kim-Ho, et al.. (1996). VIBRATION ANALYSIS OF ORTHOTROPIC THIN CYLINDRICAL SHELLS WITH FREE ENDS BY THE RAYLEIGH-RITZ METHOD. Journal of Sound and Vibration. 195(1). 117–135. 45 indexed citations
16.
Tse, P.C., et al.. (1995). An Expression for the Strain Energy of Laminated Composite Thin Shells. International Journal of Mechanical Engineering Education. 23(2). 169–177. 4 indexed citations
17.
Tse, P.C., et al.. (1994). Large deflection of elastic composite circular springs under uniaxial compression. International Journal of Non-Linear Mechanics. 29(5). 781–798. 16 indexed citations
18.
Soden, P.D., et al.. (1993). Influence of winding angle on the strength and deformation of filament-wound composite tubes subjected to uniaxial and biaxial loads. Composites Science and Technology. 46(4). 363–378. 125 indexed citations
19.
Tse, P.C., et al.. (1991). Static mechanical behaviour of composite cylindrical springs. Composites Science and Technology. 40(3). 251–263. 13 indexed citations
20.
Soden, P.D., R. Kitching, & P.C. Tse. (1989). Experimental failure stresses for ±55° filament wound glass fibre reinforced plastic tubes under biaxial loads. Composites. 20(2). 125–135. 85 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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