Updated on 2025/09/23

 
SAIKI Isao
 
Scopus Paper Info  
Total Paper Count: 0  Total Citation Count: 0  h-index: 2

Citation count denotes the number of citations in papers published for a particular year.

Affiliation
Faculty of Engineering Department of Civil Engineering and Architecture
Job
Professor
External link

Degree

  • Tohoku University  -  Dr. Eng.   2001.12

Biography in Kyutech

  • 2025.04
     

    Kyushu Institute of Technology   Faculty of Engineering   Department of Civil Engineering and Architecture   Professor  

Academic Society Memberships

Papers

  • Study of the stabilization parameter in the virtual element method Reviewed International journal

    Fujimoto R., Saiki I.

    Computer Methods in Applied Mechanics and Engineering   428   2024.08

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    Authorship:Last author, Corresponding author   Language:English   Publishing type:Research paper (scientific journal)

    DOI: 10.1016/j.cma.2024.117106

    Kyutacar

    Scopus

    Other Link: https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85195198904&origin=inward

  • Application of influence line analysis without model modification to planar shell element Reviewed

    Isao SAIKI, Ryohei MITSUI, Kaoru YOKOYAMA, Toshimitsu SUZUKI, Tsuyoshi HASHIMOTO

    Japanese Journal of JSCE ( Japan Society of Civil Engineers )   81 ( 2 )   24-00139   2025.02

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    Authorship:Lead author, Corresponding author   Language:Japanese   Publishing type:Research paper (scientific journal)

    In the design of structures subjected to moving loads, such as bridges, the influence line is indispensable. The same number of analyses as the number of nodes on the surface to which the load is possibly applied is required to obtain the influence line for finite element models. The Müller-Breslau principle, when used in finite element analysis, necessitates intricate model modification for introducing discontinuous displacements at the point of interest. To solve this problem, we proposed an influence line analysis method that can be effortlessly incorporated into standard finite element codes without necessitating model modifications. In this paper, we introduce a method for applying this technique to shell elements, which are commonly used in bridge finite element models.

    DOI: 10.2208/jscejj.24-00139

  • Accuracy of virtual element with hanging nodes Reviewed

    Ryuta FUJIMOTO, Isao SAIKI

    Transactions of the Japan Society for Computational Engineering and Science ( The Japan Society for Computational Engineering and Science )   2024   20240011   2024.11

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    Authorship:Last author, Corresponding author   Language:Japanese   Publishing type:Research paper (scientific journal)

    The virtual element method (VEM) is an approximation method for partial differential equations that does not require explicit definition of the interpolation functions for the test and trial functions within the elements. This feature allows VEM to handle elements of arbitrary polygonal or polyhedral shapes, including non-convex ones, without special treatment. Consequently, VEM is attracting attention as a generalization of the finite element method. However, research on VEM has mainly focused on the theoretical aspects, and its application to practical structural analysis has not been sufficiently explored. In this study, we propose to exploit the key advantage of VEM ―its ability to handle arbitrary polygons― in models with hanging nodes, i.e., nodes located on the edges of elements. The analysis of models comprising elements of different sizes connected via hanging nodes indicated that a size ratio of approximately 5 can provide sufficiently accurate results for practical purposes.

    DOI: 10.11421/jsces.2024.20240011

  • Fundamental study on the retention of three-dimentional functions in steel truss bridges Reviewed

    Ryota URITA, Isao SAIKI

    Proc. Constructional Steel ( Japanese Society of Steel Construction )   32   534 - 541   2024.11

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    Language:Japanese   Publishing type:Research paper (scientific journal)

    Secondary members in steel through-truss bridges not only resist transverse loads such as wind loads but also play a role in maintaining the three-dimensional function of the bridge by cooperating with multiple main trusses. However, the current road bridge specifications do not provide quantitative criteria for ensuring this three-dimensional functionality. This study quantitatively evaluated the contribution of secondary members to the maintenance of three-dimensional function by conducting a para-metric study of the secondary member deficiencies using nonlinear finite element analysisof a steel through-truss bridge.

  • A beam theory considering cross-sectional deformation due to torsion applicable to arbitrary cross-sections Reviewed

    Yohei SUDA, Isao SAIKI

    Japanese Journal of JSCE ( Japan Society of Civil Engineers )   80 ( 15 )   23-15003   2024.02

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    Authorship:Last author, Corresponding author   Language:Japanese   Publishing type:Research paper (scientific journal)

    DOI: 10.2208/jscejj.23-15003

  • Estimation of cross-sectional characteristics by machine learning for evaluation of additional stress due to shear lag Reviewed

    Hiroki AOKI, Isao SAIKI, Yu Otake, Ryohei MITSUI

    Japanese Journal of JSCE ( Japan Society of Civil Engineers )   79 ( 15 )   22-15009   2023.03

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    Authorship:Corresponding author   Language:Japanese   Publishing type:Research paper (scientific journal)

    DOI: 10.2208/jscejj.22-15009

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  • Influence line analysis of finite element models without model modification based on the reciprocal theory Reviewed

    Isao SAIKI, Ryohei MITSUI, Kaoru YOKOYAMA, Toshimitsu SUZUKI, Tsuyoshi HASHIMOTO

    Japanese Journal of JSCE ( Japan Society of Civil Engineers )   78 ( 3 )   480 - 489   2022.11

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    Authorship:Lead author, Corresponding author   Language:Japanese   Publishing type:Research paper (scientific journal)

    DOI: 10.2208/jscejseee.78.3_480

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  • -Editorial-SPECIAL ISSUE ON THE JULY 2020 HEAVY RAINFALL EVENT IN JAPAN Reviewed

    Yokoki H., Uchida T., Inagaki A., Tsukai M., Seto S., Yokojima S., Yoshikawa Y., Tsubaki R., Saiki I.

    Journal of Japan Society of Civil Engineers   10 ( 1 )   545 - 549   2022.01

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    Language:English   Publishing type:Article, review, commentary, editorial, etc. (scientific journal)

    In July 2020, the Kyushu region experienced record-breaking heavy rains from July 4 to7, causing extreme floods in the Kuma and Chikugo Rivers. This was followed by atmospheric instability over a wide area from western Japan to the Tohoku region, resulting in heavy rainfall on July 13-14 in the Chugoku region, and on July 27-28 in the Tohoku region. There was also flooding of large rivers including the Go River and the Mogami River. In recent years, record-breaking torrential rainfall disasters have been occurring every year. The heavy precipitation scale has been increasing in space and time as well as in rainfall intensity, resulting in spatio-temporal expansion of the damage. Furthermore, in 2020, the disaster occurred amidst the restriction of social activities due to the COVID-19 pandemic. The compilation and dissemination of disaster survey data and lessons are essential for the sustainable development of society. Therefore, JSCE has planned a special issue on the July 2020 torrential rain disaster to share and disseminate disaster information and to contribute to the advancement of technology and science related to disaster prevention and mitigation.

    DOI: 10.2208/JOURNALOFJSCE.10.1_545

    Kyutacar

    Scopus

    Other Link: https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85148295769&origin=inward

  • Numerical consideration on effect of composite action between slab and girders on redundancy of a continuous multi-girder bridge Reviewed International journal

    Isao SAIKI, Tsubasa TAKEDA, Kaname IWATSUBO, Takeki YAMAMOTO

    12th Pacific Structural Steel Conference   2019.11

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    Authorship:Lead author, Corresponding author   Language:English   Publishing type:Research paper (international conference proceedings)

    Japan   Tokyo   2019.11.09  -  2019.11.11

  • Analytic study on influence that degree of the damage gives to redundancy of the continuous steel girder bridge Reviewed International journal

    Kaname IWATSUBO, Isao SAIKI

    12th Pacific Structural Steel Conference   2019.11

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    Authorship:Last author   Language:English   Publishing type:Research paper (international conference proceedings)

    Japan   Tokyo   2019.11.09  -  2019.11.11

  • Diffuse bifurcations engraving diverse shear bands in granular materials Reviewed International journal

    Yuki Yamakawa, Kiyohiro Ikeda, Isao Saiki, Jacques Desrues, Reiko J. Tanaka

    International Journal for Numerical and Analytical Methods in Geomechanics   42   3 - 33   2017.07

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    Language:English   Publishing type:Research paper (scientific journal)

    DOI: 10.1002/nag.2711

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    Other Link: https://www.scopus.com/pages/publications/85026375110?origin=resultslist

  • Homogenization of composite beams with periodic microstructures Reviewed International journal

    Saiki, I., Yari, K., Yamada, M., Setogawa, A., Iwakuma, T.

    Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction   2013.09

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    Authorship:Lead author, Corresponding author   Language:English   Publishing type:Research paper (international conference proceedings)

    Japan   Sapporo   2013.09.11  -  2013.09.13

    Some kinds of element test are generally conducted in order to evaluate mechanical characteristics of structural members that have complex microstructures such as steel and concrete composite beams. However, the element test with a part of the structural member can not faithfully reconstruct deformation state in actual structures. To that end, we formulate a beam with averaged mechanical properties in order to evaluate mechanical properties of Timoshenko beams with microstructures.

    Other Link: https://www.scopus.com/pages/publications/84905248341

  • Fundamental study on experiments for torque shear test to evaluate bonding strength of steel-concrete joint Reviewed International journal

    Yamada, M., Saiki, I., Kurosawa, A., Iwakuma, T.

    Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction   2013.09

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    Language:English   Publishing type:Research paper (international conference proceedings)

    Japan   Sapporo   2013.09.11  -  2013.09.13

    For better design and construction of steel-concrete hybrid structures, it is important to evaluate the strength and behavior of their joints: e.g. headed studs. However, the contribution of the adhesion and friction along the steel-concrete interface are ignored in such mechanical joints. We here try to propose a new torque shear test system by which the shear strength of the friction and adhesion can be evaluated appropriately. The test specimen has a cylindrical interface in mortar block, and it becomes the interface subjected to the torque shear loading. The results showed that cracks initiated on the side of the specimen were due to the boundary conditions rather than strength of steel-mortar interface and they should be prevented, and the maximum shear stress and residual shear stress were insensitive to the additional reaction force on the steel cylinder of the torque shear test system.

    Other Link: https://www.scopus.com/pages/publications/84905216507

  • A modification of the Mori-Tanaka estimate of average elastoplastic behavior of composites and polycrystals with interfacial debonding Reviewed International journal

    S. Koyama, S. Katano, I. Saiki, T. Iwakuma

    Mechanics of Materials   43 ( 10 )   538 - 555   2011.06

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    Language:English   Publishing type:Research paper (scientific journal)

    A modification of the Mori–Tanaka method is proposed to evaluate the average elastoplastic behavior of composites and polycrystals in a virtual matrix. The virtual matrix is an elastic material in which real matrix material and inhomogeneities are embedded, and its volume vanishes as a limit after homogenization. With regard to elasticity, depending on the choice of material properties of this virtual matrix, many kinds of average moduli between the classical bounds can be predicted. In this paper, we extend the application of this method to elastoplastic materials. Furthermore, Weng's approximate model of interfacial debonding between the inclusions and the matrix is installed, because of its very simple criterion for the initiation of debonding to simulate progressive debonding phenomena. Several numerical examples without interfacial debonding show the applicability of the virtual matrix concept to elastoplastic materials. The characteristics of the model and its overall behaviors are described through the use of typical numerical simulations with debondings. Finally, comparisons with experimental results including debondings demonstrate the eligibility of the proposed method and models, and the application of the present method to designing a hybrid FRP is overviewed.

    DOI: 10.1016/j.mechmat.2011.06.010

    DOI: 10.1016/j.mechmat.2011.06.010

    Other Link: https://www.scopus.com/pages/publications/80051576868

  • Application of anisotropic inclusion theory to the deformation of Ni based single crystal superalloys: Stress-strain curves determination Reviewed

    N. Ratel, M. Kawauchi, T. Mori, I. Saiki, P.J. Withers, T. Iwakuma

    Mechanics of Materials   42 ( 3 )   237 - 247   2009.10

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    Language:English   Publishing type:Research paper (scientific journal)

    The development of plastic deformation after uniaxial plastic strain along [0 0 1] is analyzed in two types of domains in γ–γ′ nickel superalloys. These domains are the horizontal matrix channels normal to [0 0 1] and the vertical channels normal to [1 0 0] and [0 1 0]. By using a mean field method, an elastic energy increase due to the introduction of plastic strain (elongation or compression) in the two types of domains is calculated. The analysis of a mixed mode, where horizontal and vertical channel deformation occurs, is also conducted. Results show that plastic deformation is primarily initiated in a particular type of channel. The choice of the deformation configuration is related to the sign of misfit strain. After a critical amount of plastic strain is reached, the deformation expands through all the matrix channels. This conclusion is supported by the dependence of a flow stress on the deformation mode. FEM calculations are also conducted and compared with the analytical calculation. Except when the strain is extremely small, the two methods give almost the same result.

    DOI: 10.1016/j.mechmat.2009.10.001

    DOI: 10.1016/j.mechmat.2009.10.001

    Other Link: https://www.sciencedirect.com/science/article/pii/S0167663609001720

  • Multi-scale modeling for planar lattice microstructures with structural elements Reviewed International journal

    Isao SAIKI, Ken OOUE, Kenjiro TERADA, Akinori NAKAJIMA

    International Journal for Multiscale Computational Engineering   4 ( 4 )   429 - 443   2006.08

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    Authorship:Lead author, Corresponding author   Language:English   Publishing type:Research paper (scientific journal)

    Formulations of linear and nonlinear multiscale analyses for media with lattice periodic microstructures based on the homogenization theory are proposed. For continuum media, the conventional homogenization theory leads to boundary value problems of continuum for both micro- and macroscales. However, it is rational to discretize lattice microstructures, such as cellular solids, by frame elements since they consist of slender members. The main difficulty in utilizing structural elements, such as frame elements, for microscale problems is due to the inconsistency between the kinematics assumed for the frame elements and the periodic displacement field for the microscale problem. In order to overcome this difficulty, we propose a formulation that does not employ the periodic microscale displacement, but the total displacement, including the displacement due to uniform deformation as well as periodic deformation, as the independent variable of the microscale problem. Some numerical examples of cellular solids are provided to show both the feasibility and the computational efficiency of the proposed method.

    DOI: 10.1615/IntJMultCompEng.v4.i4.20

    DOI: 10.1615/IntJMultCompEng.v4.i4.20

  • Study on Multi-scale modeling of plasticity by atomic model Reviewed International journal

    Saiki, I., Kanke, S., Nakajima, A., Terada, K.

    Structural Engineering/Earthquake Engineering   22 ( 2 )   209s - 217s   2006.01

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    Authorship:Lead author, Corresponding author   Language:English   Publishing type:Research paper (scientific journal)

    By virtue of the development of metallurgy and the theory of dislocation, one can qualitatively anticipate the mechanical properties of a material from its microstructure. Moreover, not qualitative but quantitative and precise anticipation is more beneficial for efficient development of new materials. In this context, we utilize a multi-scale method with atomic model, which is a particle system that has potential, and discuss the possibility of quantitative anticipation of material properties including plastic deformation through several representative numerical examples.

    DOI: 10.2208/jsceseee.22.209s

    DOI: 10.2208/jsceseee.22.209s

    Kyutacar

    Other Link: https://www.scopus.com/pages/publications/31444434690

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Publications (Books)

  • 鋼橋の頑強な防食技術及び合理的な腐食診断と補修技術 Reviewed

    岩崎 英治,下里 哲弘,石川 敏之,斉木 功,中村 聖三,佐々木 栄一(Joint author)

    日本鋼構造協会  2023.11 

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    Responsible for pages:58   Language:Japanese

Conference Prsentations (Oral, Poster)

Industrial Property

  • 応力影響線の算出方法及び鋼床版の疲労評価方法

    斉木 功,横山 薫,鈴木 俊光,橋本 幹司

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    Application no:特願2023-119430  Date applied:2023.07.21

    Announcement no:特開2025-016269 

    Patent/Registration no:特許7473141  Date registered:2024.04.15 

Lectures

  • 弾塑性構成式の時間積分アルゴリズム

    日本計算工学会サマースクール2025  2025.09  日本計算工学会

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    Event date: 2025.09.16 - 2025.09.18   Language:Japanese   Presentation type:Invited lecture   Venue:中央大学後楽園キャンパス  

  • DX時代の計算機援用構造力学

    日本橋梁建設協会技術発表会  2024.11  日本橋梁建設協会

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    Event date: 2024.11.28   Language:Japanese   Presentation type:Invited lecture   Venue:仙台国際センター   Country:Japan  

  • 弾塑性構成式の時間積分アルゴリズム

    日本計算工学会オータムスクール2024  2024.10  日本計算工学会

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    Event date: 2024.10.24 - 2024.10.26   Language:Japanese   Presentation type:Invited lecture   Venue:横浜国立大学  

  • 有限要素法の材料非線形性について

    2024年度構造⼯学における有限要素法の基礎と応⽤講習会  2024.10  土木学会

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    Event date: 2024.10.10 - 2024.10.11   Language:Japanese   Presentation type:Invited lecture   Venue:土木学会  

Honors and Awards

  • 研究奨励賞

    土木学会東北支部   断面変形梁理論による CFRP 接着補強鋼桁の挙動予測   2024.05

    平野貴大, 斉木 功

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    Country:Japan

Grants-in-Aid for Scientific Research

  • 有限要素解析に適した新しい影響線解析手法の開発:構造設計の効率化を目指して

    Grant number:22K04278  2022.04 - 2026.03   基盤研究(C)

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    橋梁のような構造の設計には主として梁理論が用いられている.高性能なコンピュータが利用可能な現代にあっても,有限要素解析が設計に用いられない理由は,設計計算の効率化の面から有限要素解析のメリットを生かせていないためである.特に設計で必要となる影響線は,Muller-Breslauの方法により求めることができるが,これを有限要素解析への適用するためには不連続変形を導入するためにモデルの修正が必要となり,設計計算の効率化の妨げとなっている.そこで本研究では設計計算を効率化する有限要素解析手法の構築を目的とし,有限要素モデルそのものの修正をせずに任意の点の内力の影響線を求める手法を開発する.

Charge of off-campus class subject

  • Nonlinear Structural Mechanics

    2020.10 - 2025.02   Institution:Tohoku University

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    Level:postgraduate_courses  Country:Japan

  • Computational plasticity

    2020.10 - 2025.02   Institution:Tohoku University

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    Level:postgraduate_courses  Country:Japan

  • Thin-walled Structure

    2018.04 - 2025.08   Institution:Tohoku University

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    Level:postgraduate_courses  Country:Japan

  • Structural Mechanics

    2017.10 - 2025.02   Institution:Tohoku University

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    Level:undergraduate_special_subjects  Country:Japan

  • Bridge and Steel Structure

    2017.10 - 2025.02   Institution:Tohoku University

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    Level:undergraduate_special_subjects  Country:Japan

Social activity outside the university

  • 東北大学サイエンスキャンパス 橋の強さの仕組み

    Role(s):Lecturer, Organizing member, Demonstrator

    東北大学  東北大学  2025.08.30

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    Audience: Schoolchildren, Junior students

    Type:Other

    近所にある橋や広瀬川に架かる橋、大きなものではレインボーブリッジや瀬戸内海をまたぐ多くの橋など、橋の存在は私たちの生活を便利にしています。
    改めて橋に目を向けると、その形・デザインは実に様々です。
    この橋のカタチに込められた秘密をシミュレーションと橋の模型を作って確かめてみましょう。