Details of a Researcher - Shimozato Tetsuhiro

Shimozato Tetsuhiro

写真a

Title	Professor
Researcher Number(JSPS Kakenhi)	90452961

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Current Affiliation Organization 【 display / non-display 】

Concurrently University of the Ryukyus Graduate School of Engineering and Science Material,Structural and Energy Engineering Professor
Duty University of the Ryukyus Faculty of Engineering School of Engineering_Civil Engineering Program Professor
Concurrently University of the Ryukyus Faculty of Engineering Professor
Concurrently University of the Ryukyus Graduate School of Engineering and Science Civil Engineering Professor

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Academic degree 【 display / non-display 】

University of the Ryukyus - Doctor of Engineering

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External Career 【 display / non-display 】

2007.04

　

　

University of the Ryukyus, Faculty of Engineering, Assistante Professor
2009.04

　

　

University of the Ryukyus, Faculty of Engineering, Associate Professor
2019.04

　

　

University of the Ryukyus, Faculty of Engineering, Professor

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Affiliated academic organizations 【 display / non-display 】

　

　

　

Japan Society of Civil Engineers
　

　

　

Japanese Society of Steel Construction
1993.04

-

Now

Japan Society of Civil Engineers
2007.04

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2009.03

Japanese Society of Steel Construction
2007.09

-

Now

Japanese Society of Steel Construction

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Research Areas 【 display / non-display 】

Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Structure engineering and earthquake engineering

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Published Papers 【 display / non-display 】

MONITORING AND CORROSION RESISTANCE VERIFICATION OF COLDSPRAY TECHNOLOGY USED ON CORRODED GIRDER ENDS

Yusuke HIWA,Tetsuhiro SHIMOZATO,Yoshiaki TAMAKI,Masaaki KIMURA

31 ( 124 ) 80 - 94 2025.01 [ Peer Review Accepted ]

Type of publication: Research paper (scientific journal)

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Since steel bridge girder ends are weak points for corrosion, it is necessary to develop highly durable corrosion prevention techniques. The authors developed a method of restoring corrosion protection performance based on Cold Spray technology and applied it to the girder ends of an actual bridge with corrosion damage. In this study, the corrosion protection performance of the cold spray coating was demonstrated by focusing on the mechanism of corrosion damage in each structural member through continuous observation of the condition under corrosive environment for 8 years.
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PROPOSAL OF ENERGY HARVESTING USING THERMAL ENERGY IN STRUCTURES AND ITS APPLICATION TO STEEL DECK BRIDGES

80 ( 10 ) 1 - 17 2024.08 [ Peer Review Accepted ]

Type of publication: Research paper (scientific journal)

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Structures receive thermal energy from solar radiation, and temperature differences occur between structural members due to differences in solar exposure and heat capacity. This study attempted to generate electricity from this structural thermal energy, particularly targeting the temperature difference between the pavement and decks of steel deck bridges. The thermal environment of a full-scale steel deck bridge specimen was measured, and a thermal conduction analysis using a finite element model was conducted to explore the structural design for efficiently transferring heat to thermoelectric modules. The installation position that is advantageous for power generation in steel deck bridges was investigated through experiments and heat conduction analysis, followed by power generation simulations. Finally, prototype thermoelectric energy harvesters were installed on the target steel deck bridge and verification experiments demonstrated the potential for utilizing thermal energy in structures.
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A basic experimental study on tensile fracture characteristics of corroded connecting plates in high-strength bolted friction joints

Shuhei Yamashita, Tetsuhiro Simozato, Yasin Mumtaz, Shuhei Yoshino

70A 2024.04 [ Peer Review Accepted ]

Type of publication: Research paper (scientific journal)

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It's important to clarify the residual bearing capacity after a slipping in high strength bolted connections, in order to diagnose a corroded spliced plate. In this study, tensile fracture tests were conducted on high strength bolted connections with corroded spliced plates to clarify the tensile fracture behaviour. Moreover, theresidual bearing capacity of corroded spliced plates after a slipping were examined by the experimental results. From the experimental results, the fracture behaviour of the corroded spliced plates was clarified and also provided an evaluation for the residual bearing capacity after a slipping.
Denseness and Adhesion of Low‑Pressure Cold Spray Coating to Corroded Steel Bridges

Yusuke Hiwa, Tetsuhiro Shimozato, Yoshiaki Tamaki

International Journal of Steel Structures ( Springer ) 2023.12 [ Peer Review Accepted ]

Type of publication: Research paper (scientific journal)
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Wind Pressure Distribution on Multifunctional Deck installed on the Underside of a Steel Girder in a Typhoon Environment

( 第39 ) 2023.12 [ Peer Review Accepted ]

Type of publication: Research paper (scientific journal)

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Presentations 【 display / non-display 】

従来鈑桁橋におけるFRPスマートカバーの構造部材への応用

下里　哲弘

従来鈑桁橋におけるFRPスマートカバーの構造部材への応用 2016 - 2016
従来鈑桁橋におけるFRPスマートカバーの構造部材への応用

Shimozato Tetsuhiro

従来鈑桁橋におけるFRPスマートカバーの構造部材への応用 2016 - 2016
防錆キャップの劣化評価方法に関する研究

下里　哲弘

防錆キャップの劣化評価方法に関する研究 2015 - 2015
防錆キャップの劣化評価方法に関する研究

Shimozato Tetsuhiro

防錆キャップの劣化評価方法に関する研究 2015 - 2015
過酷な環境下で暴露された高力ボルト摩擦接合継手部の腐食形態に関する調査

下里　哲弘

過酷な環境下で暴露された高力ボルト摩擦接合継手部の腐食形態に関する調査 2015 - 2015

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Industrial Property 【 display / non-display 】

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Industrial Property No no_data (1900.01.01)

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Industrial Property No no_data (1900.01.01)

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