Kay Wille

5.9k total citations · 4 hit papers
70 papers, 4.8k citations indexed

About

Kay Wille is a scholar working on Civil and Structural Engineering, Building and Construction and Materials Chemistry. According to data from OpenAlex, Kay Wille has authored 70 papers receiving a total of 4.8k indexed citations (citations by other indexed papers that have themselves been cited), including 67 papers in Civil and Structural Engineering, 32 papers in Building and Construction and 16 papers in Materials Chemistry. Recurrent topics in Kay Wille's work include Innovative concrete reinforcement materials (44 papers), Concrete and Cement Materials Research (30 papers) and Structural Behavior of Reinforced Concrete (28 papers). Kay Wille is often cited by papers focused on Innovative concrete reinforcement materials (44 papers), Concrete and Cement Materials Research (30 papers) and Structural Behavior of Reinforced Concrete (28 papers). Kay Wille collaborates with scholars based in United States, Hong Kong and China. Kay Wille's co-authors include Antoine E. Naaman, Sherif El‐Tawil, Gustavo J. Parra-Montesinos, Rui Zhong, Man Xu, Dong Joo Kim, Arash E. Zaghi, Sukhoon Pyo, Kenneth J. Loh and Nguyen Viet Tue and has published in prestigious journals such as Journal of Cleaner Production, Cement and Concrete Research and Construction and Building Materials.

In The Last Decade

Kay Wille

68 papers receiving 4.5k citations

Hit Papers

Properties of strain hardening ultra high performance fib... 2010 2026 2015 2020 2014 2011 2010 2011 200 400 600

Peers — A (Enhanced Table)

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

Name h Career Trend Papers Cites
Kay Wille United States 32 4.4k 2.8k 578 413 368 70 4.8k
Zemei Wu China 38 8.0k 1.8× 3.9k 1.4× 1.2k 2.1× 211 0.5× 778 2.1× 57 8.4k
Bo-Tao Huang China 41 4.1k 0.9× 2.9k 1.0× 486 0.8× 135 0.3× 247 0.7× 87 4.5k
Erhan Güneyisi Türkiye 48 6.5k 1.5× 4.2k 1.5× 868 1.5× 262 0.6× 107 0.3× 93 6.8k
Mehmet Gesoğlu Türkiye 45 6.2k 1.4× 4.0k 1.4× 831 1.4× 257 0.6× 102 0.3× 79 6.5k
Sérgio Cavalaro Spain 37 3.0k 0.7× 1.7k 0.6× 402 0.7× 202 0.5× 100 0.3× 116 3.3k
Jin‐Keun Kim South Korea 40 4.9k 1.1× 2.5k 0.9× 438 0.8× 138 0.3× 221 0.6× 100 5.4k
Vute Sirivivatnanon Australia 23 3.9k 0.9× 1.6k 0.6× 1.3k 2.3× 252 0.6× 132 0.4× 71 4.2k
Ditao Niu China 44 5.0k 1.1× 2.2k 0.8× 1.0k 1.8× 277 0.7× 66 0.2× 234 5.4k
Shamsad Ahmad Saudi Arabia 33 3.6k 0.8× 1.6k 0.6× 1.2k 2.2× 163 0.4× 105 0.3× 147 4.2k
Ran Huang Taiwan 30 2.7k 0.6× 1.6k 0.6× 714 1.2× 227 0.5× 87 0.2× 85 3.1k

Countries citing papers authored by Kay Wille

Since Specialization
Citations

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

Fields of papers citing papers by Kay Wille

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Kay Wille. 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 Kay Wille. The network helps show where Kay Wille may publish in the future.

Co-authorship network of co-authors of Kay Wille

This figure shows the co-authorship network connecting the top 25 collaborators of Kay Wille. A scholar is included among the top collaborators of Kay Wille 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 Kay Wille. Kay Wille 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.
2.
Chrysochoou, Maria, et al.. (2025). Development of a risk assessment framework for pyrrhotite induced deterioration of concrete foundations in CT and MA. Cement and Concrete Research. 197. 107951–107951.
3.
Kim, Dong‐Hyun, et al.. (2024). Electrochemical investigation of accelerated deterioration of concrete with iron-sulfide containing aggregates. Cement and Concrete Research. 182. 107570–107570. 6 indexed citations
5.
Wille, Kay, et al.. (2024). Slip hardening behavior of bundled steel fibers in ultra-high performance concrete. Cement and Concrete Composites. 155. 105844–105844. 1 indexed citations
6.
Tao, Zhenyu, Minghong Qiu, Kay Wille, et al.. (2024). Effects of specimen thickness and fiber length on tensile and cracking behavior of UHPFRC: Uniaxial tensile test and micromechanical modeling. Cement and Concrete Composites. 155. 105828–105828. 7 indexed citations
7.
Qiu, Minghong, Xudong Shao, Kay Wille, et al.. (2024). Effect of rebar ratio, rebar diameter, cover thickness, and fiber shape on flexural and cracking behavior of rebar-reinforced UHPC beams. Engineering Structures. 321. 119008–119008. 8 indexed citations
8.
Wille, Kay, et al.. (2023). Stabilizing dispersed colloidal nanosilica exposed to an ultra-high performance concrete environment. Construction and Building Materials. 409. 133975–133975. 5 indexed citations
11.
Wille, Kay, et al.. (2019). The Effects of Resonant Acoustic Mixing on the Microstructure of UHPC. 1 indexed citations
12.
Wille, Kay, et al.. (2017). Finite Element Analysis and Experimental Comparison for Repair of Corrosion Damaged Steel Girder Ends Using Ultra-High Performance Concrete Encasement. Transportation Research Board 96th Annual MeetingTransportation Research Board. 1 indexed citations
13.
Zhong, Rui, et al.. (2017). Material efficiency in the design of UHPC paste from a life cycle point of view. Construction and Building Materials. 160. 505–513. 61 indexed citations
14.
Wille, Kay, et al.. (2017). Influence of volume fraction and orientation of fibers on the pullout behavior of reinforcement bar embedded in ultra high performance concrete. Construction and Building Materials. 146. 582–593. 66 indexed citations
15.
Xu, Man & Kay Wille. (2014). Calibration of K&C Concrete Model for UHPC in LS-DYNA. Advanced materials research. 1081. 254–259. 30 indexed citations
16.
Pyo, Sukhoon, Kay Wille, Sherif El‐Tawil, & Antoine E. Naaman. (2014). Strain rate dependent properties of ultra high performance fiber reinforced concrete (UHP-FRC) under tension. Cement and Concrete Composites. 56. 15–24. 197 indexed citations
17.
Wille, Kay, Antoine E. Naaman, & Sherif El‐Tawil. (2011). Optimizing Ultra-High Performance Fiber-Reinforced Concrete. ACI Concrete International. 33(9). 35–41. 63 indexed citations
18.
Tue, Nguyen Viet, et al.. (2007). Ein optoanalytisches Verfahren zur Bestimmung der Faserverteilung und -orientierung in stahlfaserverstaerktem UHFB / An Optoanalytic Method for the Determination of the Distribution and Orientation of Fibres in Steel Fibre Reinforced UHPC. Beton- und Stahlbetonbau. 102(10). 1 indexed citations
19.
Tue, Nguyen Viet, et al.. (2007). Ein optoanalytisches Verfahren zur Bestimmung der Faserverteilung und ‐orientierung in stahlfaserverstärktem UHFB. Beton- und Stahlbetonbau. 102(10). 674–680. 20 indexed citations
20.
Wille, Kay, Frank Dehn, & Nguyen Viet Tue. (2005). Bruchmechanische Kenngroessen hochfester Leichtbetone / Fracture mechanics of different lightweight concretes (LWC). Bauingenieur. 80(6). 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.

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