R. Cengiz Ertekin

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R. Cengiz Ertekin
R Cengiz Ertekin.jpg
Born(1954-11-00)November 1954
Turgutlu, Manisa, Turkey
Alma mater Technical University of Istanbul and University of California, Berkeley
Known forThe GN equations, Hydroelasticity of VLFS, Wave loads on coastal bridges
Scientific career
FieldsMarine Hydrodynamics and Ocean Engineering
Institutions University of Hawaiʻi at Mānoa, United States; Harbin Engineering University of China
Doctoral advisor John V. Wehausen

R. Cengiz Ertekin is a professor of Marine Hydrodynamics and Ocean Engineering. He currently holds a guest professor position at Harbin Engineering University of China. He is best known for his contributions to the development of nonlinear water wave theories, hydroelasticity of very large floating structures (VLFS), wave energy, and tsunami and storm impact on coastal bridges. He is also the co-developer, [1] along with Professor H. Ronald Riggs of the University of Hawaiʻi, of the computer program HYDRAN for solving linear fluid-structure interaction problems of floating and fixed bodies.

Contents

Early life and education

R. Cengiz Ertekin was born and raised in Turkey. He received a B.Sc. degree in Naval Architecture and Marine Engineering from Istanbul Technical University, the top technical university of Turkey, [2] in 1977. Following the encouragement of his advisor, Prof. M Cengiz Dokmeci, he moved to the Department of Naval Architecture and Offshore Engineering of the University of California, Berkeley, United States, for higher education. He received his M.Sc. and Ph.D. degrees in 1980 and 1984, respectively. His M.Sc. advisors were Professors Marshall P. Tulin and William C. Webster. His Ph.D. advisor was Professor John V. Wehausen. [3] [4] [5] Cengiz was the last student of Prof. John V. Wehausen before his retirement. [6] After graduation, Professor Wehausen offered Cengiz a postdoctoral research assistant position for 18 months at U.C. Berkeley.

Professional career

Most of Ertekin's professional career has been dedicated to academic work; however, he also has several years of experience of working in the industry.

In 1985, Ertekin joined the Research Center of Shell Development Company in Houston, Texas. He took a faculty position (hired at the associate professor level) at the Department of Ocean Engineering of the University of Hawaiʻi at Mānoa in 1986, and received tenure within four years and was promoted to Professor in 1994. [7] The Ocean Engineering Department of UH was established by Professor Charles Bretschneider in 1966 and is one of the first of its kind in the US.

At the University of Hawaiʻi, Ertekin led and contributed immensely to the success of School of Ocean and Earth Science and Technology and the Department of Ocean and Resources Engineering (ORE, formerly Ocean Engineering). In the era of PCs, for example, Professor Ertekin played a key role in transferring the department from one focusing mostly on field and experimental studies, to also a leading institute in modern and computational hydrodynamics. The department was the host of some of the internationally leading conferences, workshops and meetings (details given below), mostly organized and chaired by Cengiz.

After almost 30 years, he retired from the University of Hawaiʻi in September 2015. Starting in March 2014, he became a guest professor at the College of Shipbuilding Engineering of Harbin Engineering University in China.

Teaching and advising

Ertekin has taught numerous courses on hydrodynamics and ocean engineering at the University of Hawaiʻi at Mānoa, and at University of California, Berkeley.

At the Ocean Engineering Department of the University of Hawaiʻi, Ertekin developed and taught several courses including Nonlinear water wave theories (ORE 707), Hydrodynamics of Fluid-Body Interaction (ORE 609), Buoyancy and Stability (ORE 411), and Marine Renewable Energy (ORE 677), to name a few. At the University of California, Berkeley, he taught Ship Statics (NAOE 151) and Ship Resistance and Propulsion (NAOE 152A).

At the University of Hawaiʻi, Ertekin advised and mentored over 50 graduate students. [8] [9] [10] [11] [12]

Research

Ertekin's research on Marine Hydrodynamics and Ocean Engineering has extended over a period of about forty years. His work cover both basic and applied research through analytical, computational and experimental approaches. Below are an examples of his pioneering contributions. Other topics of significant research contribution by Ertekin include ship resistance, marine energy, and oil spills. [13]

From left Ronald W. Yeung, John V. Wehausen, R. Cengiz Ertekin and William C. Webster. The three of them were Ph.D. students of John V. Wehausen at different times. Webster was Ertekin's M.Sc. co-advisor, and also served on his Ph.D. dissertation committee. Picture taken in April 1999 at U.C. Berkeley. Young Wehausen Ertekin Webster.jpg
From left Ronald W. Yeung, John V. Wehausen, R. Cengiz Ertekin and William C. Webster. The three of them were Ph.D. students of John V. Wehausen at different times. Webster was Ertekin's M.Sc. co-advisor, and also served on his Ph.D. dissertation committee. Picture taken in April 1999 at U.C. Berkeley.

The Green-Naghdi water wave theory

The Green-Naghdi (GN) equations are nonlinear water wave equations that were originally developed by British mathematician Albert E. Green [15] and Iranian-American mechanical engineer Paul M. Naghdi [16] in the 1970s (see, [17] [18] [19] ). The original equations, namely the Level I GN equations, are mostly applicable to the propagation of long waves in shallow waters. However, high level GN equations are also developed which are applicable to deep water waves. The equations differ from the classical water wave theories (e.g. Boussinesq equations) in that the flow need not be irrotational, and that no perturbation is used in deriving the equations. Hence, the GN equations satisfy the nonlinear boundary conditions exactly, and postulate the integrated conservation laws. Although the GN equations were developed very recently (compared to other wave theories), they are well-known and fairly understood by the research and scientific community.

Ertekin's Ph.D. advisor and dissertation committee chair was Professor Wehausen. Others on his Ph.D. committee were Professor William Webster, and Professor Paul M. Naghdi. Working under close guidance of his advisors, he was one of the first to use the nonlinear equations (that were introduced just a couple of years earlier by Profs. Green and Naghdi). In his Ph.D. dissertation, Ertekin was the first to give the equations in now a familiar form to the hydrodynamics community by providing closed-form relations for the pressures. He named the equations, The Green-Naghdi Equations.

Upon completion of his Ph.D., Ertekin continued research on the GN equations. He has patiently introduced the GN equations to his graduate students and postdoctoral researchers and has guided many of them to perform basic and applied research on or by use of the GN equations. Along with his research assistant and postdocs, they developed the Irrotational GN (IGN) equations (see e.g., [20] [21] and [22] ), and high-level GN equations (see e.g., [23] [24] [25] and [26] ). They have solved some of the classical and challenging hydrodynamics problems by use of the GN equations, including nonlinear wave diffraction and refraction(see e.g. [27] ), nonlinear wave loads on vertical cylinders (see e.g. [28] ), wave interaction with elastic bodies and VLFS (see e.g. [29] ), wave loads on coastal bridges (see e.g. [30] ), and wave interaction with wave energy devices (see e.g. [31] ), among many others.

Hydroelasticity and VLFS

The Mobile Offshore Base (MOB) project of USA and the Mega-Float project of Japan are two examples of Very Large Floating Structures (VLFS). These are very large floating platforms consist of interconnected modules whose length can extend to several kilometers. Due to the unprecedented long length, displacement and associated hydroelastic response of VLFS, the state of the art analysis and design approaches that was used for smaller floating platforms was not adequate. It quickly became obvious that new approaches must be developed to tackle the complex problems associated to dynamics and response of VLFS.

Starting 1990's, Ertekin pioneered the research on hydroelasticity of VLFS. He and H. Ronald Riggs of the Civil Engineering Department at the University of Hawaii coined the term VLFS. They have solved the hydroelasticity problem of VLFS by use of both linear and nonlinear approaches, in two and three dimensions. Ertekin has also introduced new approaches and equations to study this topic, including the use of nonlinear water wave models to analyse the hydroelastic response of VLFS of mat type (see e.g., [32] [33] [34] and [35] ).

His work and research on hydroelasticity of VLFS has opened a new era for these topics and gave more confidence in understanding the dynamics and response of the structures.

Wave loads on coastal bridges

Some of the recent tsunami and hurricanes, such as Tohoku tsunami in Japan (2011) and Hurricane Katrina in the United States (2005), caused significant damage to the decks of coastal bridges and structures. Interaction of surface waves with coastal bridges is a complex problem, involving fluid-structure interaction, multi-phase fluids, wave breaking, and overtopping. These are of course in addition to the difficulties associated to the structural analysis. Ertekin and his students studied bridge failure mechanisms and possible mitigating solutions. [36] [37] [38] [39] They developed models used to assess the vulnerability of coastal bridges in USA to tsunami and storm surge and waves. [40]

Publications and professional services

Ertekin has over 150 peer-reviewed publications. [41]

He has been on the editorial board of more than ten internationally leading journals since early 1990s (see e.g., [42] [43] and [44] ), and editor of several special issues in various journals, see e.g. Renewable Energy: Leveraging Ocean and Waterways special issue of Applied Ocean Research journal (2009). [45] He was the co-editor-in-chief of Elsevier's Ocean Engineering journal (2006–2010), [46] and he is the founding editor-in-chief of Springer's Journal of Ocean Engineering and Marine Energy. [47] Ertekin has been keynote speaker of several leading meetings and conferences, see e.g. [48] and. [49]

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References

  1. ↑ "HYDRAN Development". hydran-xr.com.
  2. ↑ "Best Global Universities for Engineering in Turkey". US News.
  3. ↑ "John V. Wehausen, leader in marine hydrodynamics". UC Berkeley Press.
  4. ↑ "In Memoriam of Professor John V. Wehausen". UCB Senate.
  5. ↑ "Genealogy of John V. Wehausen". genealogy.math.ndsu.nodak.edu.
  6. ↑ "Genealogy of John V. Wehausen". genealogy.math.ndsu.nodak.edu.
  7. ↑ "Prof. R. Cengiz Ertekin". hawaii.edu.
  8. ↑ "Genealogy of R. Cengiz Ertekin". genealogy.math.ndsu.nodak.edu.
  9. ↑ "Professor Chi Yang". George Mason University.
  10. ↑ "Dr. Jang Whan Kim".
  11. ↑ "Dr. Dominique Roddier". Linkedin.
  12. ↑ "Dr. Masoud Hayatdavoodi". University of Dundee.
  13. ↑ "Selected Projects of Professor R. Cengiz Ertekin".
  14. ↑ Ertekin, R. Cengiz (2014). "Foreword from the Editor-in-Chief". Journal of Ocean Engineering and Marine Energy. 1: 1–2. doi: 10.1007/s40722-014-0012-0 .
  15. ↑ "Professor Albert Edward Green (1912 – 1999)" (PDF). Shell Buckling.
  16. ↑ Casey, James (1994). "Paul M. Naghdi, 1924–1994". Journal of Applied Mechanics. 61 (3): 509–510. Bibcode:1994JAM....61..509C. doi: 10.1115/1.2901488 .
  17. ↑ Green, A. E. & Naghdi, P. M. (1974), "On the theory of water waves", Proceedings of the Royal Society of London. Series A, Mathematical and Physical Sciences 338(1612), pages 43–55.
  18. ↑ Green, A. E. & Naghdi, P. M. (1976), "A derivation of equations for wave propagation in water of variable depth", J. of Fluid Mechanics 78, pages 237–246.
  19. ↑ Green, A. E. & Naghdi, P. M. (1976), "Directed fluid sheets", Proceedings of the Royal Society of London. Series A, Mathematical and Physical Sciences 347(1651), 447–473.
  20. ↑ Kim, Jang Whan; Cengiz Ertekin, R. (2000). "A numerical study of nonlinear wave interaction in regular and irregular seas: irrotational Green–Naghdi model". Marine Structures. 13 (4–5): 331–347. doi:10.1016/S0951-8339(00)00015-0.
  21. ↑ Kim, J.W; Bai, K.J; Ertekin, R.C; Webster, W.C (2001). "A derivation of the Green-Naghdi equations for irrotational flows". Journal of Engineering Mathematics. 40: 17–42. doi:10.1023/A:1017541206391. S2CID   119006971.
  22. ↑ Kim, J. W.; Bai, K. J.; Ertekin, R. C.; Webster, W. C. (2003). "A Strongly-Nonlinear Model for Water Waves in Water of Variable Depth—The Irrotational Green-Naghdi Model". Journal of Offshore Mechanics and Arctic Engineering. 125: 25–32. doi:10.1115/1.1537722.
  23. ↑ Zhao, B.B.; Duan, W.Y.; Ertekin, R.C. (2014). "Application of higher-level GN theory to some wave transformation problems". Coastal Engineering. 83: 177–189. Bibcode:2014CoasE..83..177Z. doi:10.1016/j.coastaleng.2013.10.010.
  24. ↑ Zhao, B.B.; Ertekin, R.C.; Duan, W.Y.; Hayatdavoodi, M. (2014). "On the steady solitary-wave solution of the Green–Naghdi equations of different levels". Wave Motion. 51 (8): 1382–1395. Bibcode:2014WaMot..51.1382Z. doi:10.1016/j.wavemoti.2014.08.009.
  25. ↑ Zhao, B. B; Ertekin, R. C; Duan, W. Y; Kim, J. W (2015). "Particle-Trajectory Calculations under a Solitary Wave by High-Level IGN Equations". Journal of Waterway, Port, Coastal, and Ocean Engineering. 141 (3): 04014040. doi:10.1061/(ASCE)WW.1943-5460.0000283.
  26. ↑ Zhao, B.B.; Ertekin, R.C.; Duan, W.Y. (2015). "A comparative study of diffraction of shallow-water waves by high-level IGN and GN equations". Journal of Computational Physics. 283: 129–147. Bibcode:2015JCoPh.283..129Z. doi:10.1016/j.jcp.2014.11.020.
  27. ↑ Sundararaghavan, H.; Ertekin, R. C. (2003). Volume 3: Materials Technology; Ocean Engineering; Polar and Arctic Sciences and Technology; Workshops. ASME. pp. 675–684. doi:10.1115/OMAE2003-37323. ISBN   978-0-7918-3672-9.
  28. ↑ Neill, Douglas R; Hayatdavoodi, Masoud; Ertekin, R. Cengiz (2017). "On solitary wave diffraction by multiple, in-line vertical cylinders" (PDF). Nonlinear Dynamics. 91 (2): 975–994. doi:10.1007/s11071-017-3923-1. S2CID   125174958.
  29. ↑ Ertekin, R. C; Xia, Dingwu (2014). "Hydroelastic response of a floating runway to cnoidal waves". Physics of Fluids. 26 (2): 027101. Bibcode:2014PhFl...26b7101E. doi:10.1063/1.4862916.
  30. ↑ Hayatdavoodi, Masoud; Ertekin, R. Cengiz (August 2014). "Storm Wave Forces on Selected Prototype Coastal Bridges on the Island of Oahu". University of Hawaiʻi. hdl: 10125/36050 .
  31. ↑ Hayatdavoodi, Masoud; Ertekin, R. Cengiz; Thies, Jason T. (2017). Volume 10: Ocean Renewable Energy. ASME. pp. V010T09A033. doi:10.1115/OMAE2017-62174. ISBN   978-0-7918-5778-6.
  32. ↑ Che, Xiling; Riggs, H. Ronald; Ertekin, R. Cengiz (1994). "Composite 2D/3D Hydroelastic Analysis Method for Floating Structures". Journal of Engineering Mechanics. 120 (7): 1499–1520. doi:10.1061/(ASCE)0733-9399(1994)120:7(1499).
  33. ↑ Ertekin, R.C.; Wang, S.Q.; Che, X.L.; Riggs, H.R. (1995). "On the application of the Haskind-Hanaoka relations to hydroelasticity problems". Marine Structures. 8 (6): 617–629. doi:10.1016/0951-8339(94)00024-M.
  34. ↑ Wang, Suqin; Ertekin, R.C.; Riggs, H.R. (1997). "Computationally efficient techniques in the hydroelasticity analysis of very large floating structures". Computers & Structures. 62 (4): 603–610. doi:10.1016/S0045-7949(96)00268-4.
  35. ↑ Kim, J W; Ertekin, R C (2005). "Hydroelasticity of an infinitely long plate in oblique waves: Linear Green-Naghdi theory". Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environment. 216 (2): 179–197. doi:10.1243/147509002762224388. S2CID   124696149.
  36. ↑ Hayatdavoodi, Masoud; Cengiz Ertekin, R. (2015). "Nonlinear Wave Loads on a Submerged Deck by the Green–Naghdi Equations". Journal of Offshore Mechanics and Arctic Engineering. 137: 011102. doi:10.1115/1.4028997.
  37. ↑ Hayatdavoodi, Masoud; Seiffert, Betsy; Ertekin, R. Cengiz (2014). "Experiments and computations of solitary-wave forces on a coastal-bridge deck. Part II: Deck with girders". Coastal Engineering. 88: 210–228. Bibcode:2014CoasE..88..210H. doi:10.1016/j.coastaleng.2014.02.007.
  38. ↑ Seiffert, Betsy R.; Hayatdavoodi, Masoud; Ertekin, R. Cengiz (2015). "Experiments and calculations of cnoidal wave loads on a coastal-bridge deck with girders". European Journal of Mechanics - B/Fluids. 52: 191–205. Bibcode:2015EuJMB..52..191S. doi:10.1016/j.euromechflu.2015.03.010.
  39. ↑ Seiffert, Betsy R; Cengiz Ertekin, R; Robertson, Ian N (2016). "Effect of Entrapped Air on Solitary Wave Forces on a Coastal Bridge Deck with Girders". Journal of Bridge Engineering. 21 (2): 04015036. doi:10.1061/(ASCE)BE.1943-5592.0000799. S2CID   109875852.
  40. ↑ Hayatdavoodi, Masoud; Ertekin, R. Cengiz; Robertson, Ian N; Riggs, H. Ronald (2015). "Vulnerability assessment of coastal bridges on Oahu impacted by storm surge and waves". Natural Hazards. 79 (2): 1133–1157. Bibcode:2015NatHa..79.1133H. doi:10.1007/s11069-015-1896-2. S2CID   127044947.
  41. ↑ "Professor R. Cengiz Ertekin's Publications and Citations". Google Scholar.
  42. ↑ "Journal of Marine Science and Technology Editorial Board". Springer.
  43. ↑ "Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environment Editorial Board". SAGE Publishing. 2015-10-27.
  44. ↑ "Journal of Marine Science and Application Editorial Board". Springer.
  45. ↑ "Applied Ocean Research Special Issue". Elsevier.
  46. ↑ "Ocean Engineering Editors" (PDF). Elsevier.
  47. ↑ "Journal of Ocean Engineering and Marine Energy". Springer.
  48. ↑ "Keynote/Invited Lectures at TECHNO-OCEAN '94 International Symposium". Techno-Ocean. January 1994. pp. 23–29.
  49. ↑ "Keynote Speakers of the Offshore Energy Conference of Turkey, 2013". ITU.
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