Numerical evaluation of tsunami impact force acted on a bridge girder during tsunami by using a particle method

Shoichi Tanabe; Mitsuteru Asai; Kenjiro Terada; Kazuo Kashiyama; Shuji Moriguchi; Mao Kurumatani

Numerical evaluation of tsunami impact force acted on a bridge girder during tsunami by using a particle method

Shoichi Tanabe, Mitsuteru Asai, Kenjiro Terada, Kazuo Kashiyama, Shuji Moriguchi, Mao Kurumatani

構造及び地震工学

研究成果: Chapter in Book/Report/Conference proceeding › Conference contribution

3 被引用数 (Scopus)

抄録

On March 11, 2011, the huge Tsunami caused by the great east Japan earthquake devastated the Pacific coast of north-eastern Japan. Many infrastructures including bridges were collapsed by the Tsunami. New generation of Tsunami disaster prevention and mitigation method should be reconsidered toward the next millennium Tsunami. In this study, a stabilized Smoothed Particle Hydrodynamics (SPH) has been utilized for an evaluation of fluid force acted on bridge girders. In addition, a new boundary treatment using a virtual marker and fixed boundary particle is developed to satisfy the slip and no-slip boundary condition for the velocity field and to satisfy the pressure Neumann condition at the same time. The accuracy and efficiencies of our proposed method are validated by comparison between a numerical solution and experimental results. Finally, a simple treatment for the particle method has been introduced to our developed SPH tool to simulate wash out of the bridge girder.

本文言語	英語
ホスト出版物のタイトル	11th World Congress on Computational Mechanics, WCCM 2014, 5th European Conference on Computational Mechanics, ECCM 2014 and 6th European Conference on Computational Fluid Dynamics, ECFD 2014
出版社	International Center for Numerical Methods in Engineering
ページ	4066-4076
ページ数	11
ISBN（電子版）	9788494284472
出版ステータス	出版済み - 1 1 2014
イベント	Joint 11th World Congress on Computational Mechanics, WCCM 2014, the 5th European Conference on Computational Mechanics, ECCM 2014 and the 6th European Conference on Computational Fluid Dynamics, ECFD 2014 - Barcelona, スペイン継続期間: 7 20 2014 → 7 25 2014

その他

その他	Joint 11th World Congress on Computational Mechanics, WCCM 2014, the 5th European Conference on Computational Mechanics, ECCM 2014 and the 6th European Conference on Computational Fluid Dynamics, ECFD 2014
国/地域	スペイン
City	Barcelona
Period	7/20/14 → 7/25/14

All Science Journal Classification (ASJC) codes

材料力学
計算理論と計算数学
コンピュータサイエンスの応用
機械工学

他のファイルとリンク

引用スタイル

Tanabe, S., Asai, M., Terada, K., Kashiyama, K., Moriguchi, S., & Kurumatani, M. (2014). Numerical evaluation of tsunami impact force acted on a bridge girder during tsunami by using a particle method. In 11th World Congress on Computational Mechanics, WCCM 2014, 5th European Conference on Computational Mechanics, ECCM 2014 and 6th European Conference on Computational Fluid Dynamics, ECFD 2014 (pp. 4066-4076). International Center for Numerical Methods in Engineering.

Numerical evaluation of tsunami impact force acted on a bridge girder during tsunami by using a particle method. / Tanabe, Shoichi; Asai, Mitsuteru; Terada, Kenjiro; Kashiyama, Kazuo; Moriguchi, Shuji; Kurumatani, Mao.

11th World Congress on Computational Mechanics, WCCM 2014, 5th European Conference on Computational Mechanics, ECCM 2014 and 6th European Conference on Computational Fluid Dynamics, ECFD 2014. International Center for Numerical Methods in Engineering, 2014. p. 4066-4076.

研究成果: Chapter in Book/Report/Conference proceeding › Conference contribution

Tanabe, S, Asai, M, Terada, K, Kashiyama, K, Moriguchi, S & Kurumatani, M 2014, Numerical evaluation of tsunami impact force acted on a bridge girder during tsunami by using a particle method. in 11th World Congress on Computational Mechanics, WCCM 2014, 5th European Conference on Computational Mechanics, ECCM 2014 and 6th European Conference on Computational Fluid Dynamics, ECFD 2014. International Center for Numerical Methods in Engineering, pp. 4066-4076, Joint 11th World Congress on Computational Mechanics, WCCM 2014, the 5th European Conference on Computational Mechanics, ECCM 2014 and the 6th European Conference on Computational Fluid Dynamics, ECFD 2014, Barcelona, スペイン, 7/20/14.

Tanabe S, Asai M, Terada K, Kashiyama K, Moriguchi S, Kurumatani M. Numerical evaluation of tsunami impact force acted on a bridge girder during tsunami by using a particle method. In 11th World Congress on Computational Mechanics, WCCM 2014, 5th European Conference on Computational Mechanics, ECCM 2014 and 6th European Conference on Computational Fluid Dynamics, ECFD 2014. International Center for Numerical Methods in Engineering. 2014. p. 4066-4076

Tanabe, Shoichi ; Asai, Mitsuteru ; Terada, Kenjiro ; Kashiyama, Kazuo ; Moriguchi, Shuji ; Kurumatani, Mao. / Numerical evaluation of tsunami impact force acted on a bridge girder during tsunami by using a particle method. 11th World Congress on Computational Mechanics, WCCM 2014, 5th European Conference on Computational Mechanics, ECCM 2014 and 6th European Conference on Computational Fluid Dynamics, ECFD 2014. International Center for Numerical Methods in Engineering, 2014. pp. 4066-4076

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abstract = "On March 11, 2011, the huge Tsunami caused by the great east Japan earthquake devastated the Pacific coast of north-eastern Japan. Many infrastructures including bridges were collapsed by the Tsunami. New generation of Tsunami disaster prevention and mitigation method should be reconsidered toward the next millennium Tsunami. In this study, a stabilized Smoothed Particle Hydrodynamics (SPH) has been utilized for an evaluation of fluid force acted on bridge girders. In addition, a new boundary treatment using a virtual marker and fixed boundary particle is developed to satisfy the slip and no-slip boundary condition for the velocity field and to satisfy the pressure Neumann condition at the same time. The accuracy and efficiencies of our proposed method are validated by comparison between a numerical solution and experimental results. Finally, a simple treatment for the particle method has been introduced to our developed SPH tool to simulate wash out of the bridge girder.",

author = "Shoichi Tanabe and Mitsuteru Asai and Kenjiro Terada and Kazuo Kashiyama and Shuji Moriguchi and Mao Kurumatani",

year = "2014",

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note = "Joint 11th World Congress on Computational Mechanics, WCCM 2014, the 5th European Conference on Computational Mechanics, ECCM 2014 and the 6th European Conference on Computational Fluid Dynamics, ECFD 2014 ; Conference date: 20-07-2014 Through 25-07-2014",

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T1 - Numerical evaluation of tsunami impact force acted on a bridge girder during tsunami by using a particle method

AU - Tanabe, Shoichi

AU - Asai, Mitsuteru

AU - Terada, Kenjiro

AU - Kashiyama, Kazuo

AU - Moriguchi, Shuji

AU - Kurumatani, Mao

PY - 2014/1/1

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N2 - On March 11, 2011, the huge Tsunami caused by the great east Japan earthquake devastated the Pacific coast of north-eastern Japan. Many infrastructures including bridges were collapsed by the Tsunami. New generation of Tsunami disaster prevention and mitigation method should be reconsidered toward the next millennium Tsunami. In this study, a stabilized Smoothed Particle Hydrodynamics (SPH) has been utilized for an evaluation of fluid force acted on bridge girders. In addition, a new boundary treatment using a virtual marker and fixed boundary particle is developed to satisfy the slip and no-slip boundary condition for the velocity field and to satisfy the pressure Neumann condition at the same time. The accuracy and efficiencies of our proposed method are validated by comparison between a numerical solution and experimental results. Finally, a simple treatment for the particle method has been introduced to our developed SPH tool to simulate wash out of the bridge girder.

AB - On March 11, 2011, the huge Tsunami caused by the great east Japan earthquake devastated the Pacific coast of north-eastern Japan. Many infrastructures including bridges were collapsed by the Tsunami. New generation of Tsunami disaster prevention and mitigation method should be reconsidered toward the next millennium Tsunami. In this study, a stabilized Smoothed Particle Hydrodynamics (SPH) has been utilized for an evaluation of fluid force acted on bridge girders. In addition, a new boundary treatment using a virtual marker and fixed boundary particle is developed to satisfy the slip and no-slip boundary condition for the velocity field and to satisfy the pressure Neumann condition at the same time. The accuracy and efficiencies of our proposed method are validated by comparison between a numerical solution and experimental results. Finally, a simple treatment for the particle method has been introduced to our developed SPH tool to simulate wash out of the bridge girder.

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PB - International Center for Numerical Methods in Engineering

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Y2 - 20 July 2014 through 25 July 2014

ER -

Numerical evaluation of tsunami impact force acted on a bridge girder during tsunami by using a particle method

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