M.H. Kolstein

482 total citations
21 papers, 350 citations indexed

About

M.H. Kolstein is a scholar working on Civil and Structural Engineering, Mechanics of Materials and Building and Construction. According to data from OpenAlex, M.H. Kolstein has authored 21 papers receiving a total of 350 indexed citations (citations by other indexed papers that have themselves been cited), including 18 papers in Civil and Structural Engineering, 15 papers in Mechanics of Materials and 8 papers in Building and Construction. Recurrent topics in M.H. Kolstein's work include Structural Load-Bearing Analysis (11 papers), Fatigue and fracture mechanics (9 papers) and Structural Behavior of Reinforced Concrete (8 papers). M.H. Kolstein is often cited by papers focused on Structural Load-Bearing Analysis (11 papers), Fatigue and fracture mechanics (9 papers) and Structural Behavior of Reinforced Concrete (8 papers). M.H. Kolstein collaborates with scholars based in Netherlands, China and United Kingdom. M.H. Kolstein's co-authors include Frans Bijlaard, Xu Jiang, Qiang Xu, H.Y. Yeh, Xue Feng Yao, Wei Xu, Xuefeng Yao, A.M. Gresnigt, A A A Molenaar and A. Scarpas and has published in prestigious journals such as SHILAP Revista de lepidopterología, Composite Structures and Engineering Structures.

In The Last Decade

M.H. Kolstein

20 papers receiving 333 citations

Peers — A (Enhanced Table)

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

Name	h						Papers	Cites
M.H. Kolstein Netherlands	10	241	203	160	110	27	21	350
Rakesh Goyal Portugal	13	321 1.3×	112 0.6×	142 0.9×	89 0.8×	38 1.4×	24	375
Seung-Kee Koh South Korea	10	268 1.1×	123 0.6×	265 1.7×	53 0.5×	73 2.7×	18	399
Pooya Rezadoost Iran	13	306 1.3×	457 2.3×	168 1.1×	296 2.7×	21 0.8×	22	564
Alfredo S. Ribeiro Portugal	10	241 1.0×	142 0.7×	209 1.3×	56 0.5×	57 2.1×	22	367
Huawen Ye China	10	222 0.9×	299 1.5×	99 0.6×	207 1.9×	17 0.6×	24	391
Da-Ming Duan Canada	10	263 1.1×	99 0.5×	175 1.1×	24 0.2×	41 1.5×	29	311
Xiao-Ling Zhao Australia	12	181 0.8×	394 1.9×	84 0.5×	273 2.5×	18 0.7×	13	469
Huiming Ding China	12	241 1.0×	87 0.4×	179 1.1×	37 0.3×	71 2.6×	33	339
Andrea Faggiani United Kingdom	4	322 1.3×	162 0.8×	136 0.8×	59 0.5×	50 1.9×	7	356
Alaa El-Sisi United States	14	156 0.6×	290 1.4×	171 1.1×	186 1.7×	38 1.4×	61	462

Countries citing papers authored by M.H. Kolstein

Since Specialization

Citations

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

Fields of papers citing papers by M.H. Kolstein

Since Specialization

Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by M.H. Kolstein. 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 M.H. Kolstein. The network helps show where M.H. Kolstein may publish in the future.

Co-authorship network of co-authors of M.H. Kolstein

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

All Works

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20 of 20 papers shown

Kolstein, M.H., et al.. (2026). Integrity of welded joints made of steel grades S690 and S1100. 183–192.

Louter, Christian, et al.. (2018). Structural Glass Beams with Embedded Glass Fibre Reinforcement. SHILAP Revista de lepidopterología. 1 indexed citations

Kolstein, M.H., et al.. (2017). Fatigue strength of repaired cracks in base material of high strength steels. Journal of Constructional Steel Research. 139. 374–384. 8 indexed citations

Jiang, Xu, Qiang Xu, M.H. Kolstein, & Frans Bijlaard. (2014). Experimental investigation on mechanical behaviour of FRP-to-steel adhesively-bonded joint under combined loading – Part 2: After hygrothermal ageing. Composite Structures. 125. 687–697. 36 indexed citations

Gresnigt, A.M., et al.. (2014). Strain based design of spirally welded pipes, local buckling in 4-point bending. 520–528. 4 indexed citations

Jiang, Xu, M.H. Kolstein, Frans Bijlaard, & Qiang Xu. (2014). Experimental investigation on mechanical behavior of FRP-to-steel adhesively-bonded joint under combined loading-part 1: Before hygrothermal aging. Composite Structures. 125. 672–686. 13 indexed citations

Gresnigt, A.M., et al.. (2013). Local Buckling of Spirally Welded Tubes – Analysis of Imperfections and Physical Testing. The Twenty-third International Offshore and Polar Engineering Conference. 7 indexed citations

Kolstein, M.H., et al.. (2013). TIG-dressing of High Strength Butt Welded Connections – Part 2: Physical Testing and Modelling. Procedia Engineering. 66. 126–137. 17 indexed citations

Kolstein, M.H., et al.. (2013). TIG-dressing of High Strength Steel Butt Welded Connections – Part 1: Weld Toe Geometry and Local Hardness. Procedia Engineering. 66. 216–225. 27 indexed citations

10.

Jiang, Xu, M.H. Kolstein, & Frans Bijlaard. (2013). Experimental and numerical study on mechanical behavior of an adhesively-bonded joint of FRP–steel composite bridge under shear loading. Composite Structures. 108. 387–399. 20 indexed citations

11.

Jiang, Xu, M.H. Kolstein, & Frans Bijlaard. (2012). Study on mechanical behaviors of FRP-to-steel adhesively-bonded joint under tensile loading. Composite Structures. 98. 192–201. 21 indexed citations

12.

Kolstein, M.H., et al.. (2009). Fatigue strength of hybrid VHSS-Cast steel welded plates.. TNO Repository. 478. 1 indexed citations

13.

Kolstein, M.H.. (2007). Fatigue classification of welded joints in orthotropic steel bridge decks. Data Archiving and Networked Services (DANS). 123 indexed citations

14.

Kolstein, M.H., et al.. (2007). The fatigue strength of base material and butt welds made of S690 and S1100. TNO Repository. 901. 2 indexed citations

15.

Yao, Xuefeng, Frans Bijlaard, M.H. Kolstein, & H.Y. Yeh. (2005). Tensile Strength and Fracture Behaviors of Complex GFRP Composites with a Central Hole. Journal of Composite Materials. 39(14). 1247–1260. 14 indexed citations

16.

Yao, Xue Feng, et al.. (2003). Tensile strength and fracture of glass fiber-reinforced plastic (GFRP) plate with an eccentrically located circular hole. Polymer Testing. 22(8). 955–963. 19 indexed citations

17.

Scarpas, A., et al.. (2002). DESIGN ASPECTS FOR WEARING COURSES ON ORTHOTROPIC STEEL BRIDGE DECKS. 5 indexed citations

18.

Kolstein, M.H. & J. Wardenier. (2000). FATIGUE ANALYSIS OF A CRACKED STEEL DECK USING MEASURED STRESS SPECTRA AND FULL-SCALE LABORATORY TESTS. 1 indexed citations

19.

Kolstein, M.H., et al.. (1996). Fatigue strength of welded joints in orthotropic steel bridge decks. CINECA IRIS Institutial research information system (University of Pisa). 175–194. 4 indexed citations

20.

Kolstein, M.H., et al.. (1995). The behaviour of trough stiffener to crossbeam connections in orthotropic steel bridge decks. Research Repository (Delft University of Technology). 40(3). 5 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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