4.7 Article

Simulation of second-order wave interaction with fixed and floating structures in time domain

期刊

OCEAN ENGINEERING
卷 74, 期 -, 页码 168-177

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.oceaneng.2013.07.014

关键词

Time-domain method; Second-order; Boundary element method; Wave forces; B-spline function

向作者/读者索取更多资源

The application of a time-domain second-order method in the numerical simulation of the nonlinear wave interaction with surface piercing fixed and floating circular cylinders is described. In this approach, Taylor series expansions are applied to the boundary conditions on the instantaneous free water surface and body surface, and Stokes perturbation procedure is then used to establish corresponding boundary value problems at the first and second order of wave steepness with respect to a time-independent fluid domain. A boundary element method based on a B-spline function expansion is adopted to calculate the wave field at each time step, and the time stepping scheme is implemented to predict the boundary conditions at the next time step. The combined diffraction-radiation problem is solved when the wave interaction with a floating body is considered, unlike treating them separately in the conventional frequency domain method. Additionally, a mathematical transformation is derived to remove the second-order spatial derivative appearing in the body boundary condition that may lead to the potential loss of accuracy. As an illustration, numerical results of the wave diffraction around a bottom-mounted circular cylinder, wave radiation by a circular cylinder undergoing specified motions and wave interaction with a freely and moored floating circular cylinder are presented. Comparisons of the wave forces on the fixed and floating structures with the second-order frequency domain and fully nonlinear solutions indicate that the present numerical method is accurate, efficient and stable. (C) 2013 Elsevier Ltd. All rights reserved.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

Article Engineering, Civil

A Blind Comparative Study of Focused Wave Interactions with Floating Structures (CCP-WSI Blind Test Series 3)

Edward Ransley, Shiqiang Yan, Scott Brown, Martyn Hann, David Graham, Christian Windt, Pal Schmitt, Josh Davidson, John Ringwood, Pierre-Henri Musiedlak, Jinghua Wang, Junxian Wang, Qingwei Ma, Zhihua Xie, Ningbo Zhang, Xing Zheng, Giuseppe Giorgi, Hao Chen, Zaibin Lin, Ling Qian, Zhihua Ma, Wei Bai, Qiang Chen, Jun Zang, Haoyu Ding, Lin Cheng, Jinhai Zheng, Hanbin Gu, Xiwu Gong, Zhenghao Liu, Yuan Zhuang, Decheng Wan, Harry Bingham, Deborah Greaves

INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING (2020)

Article Engineering, Civil

CFD Simulation of Wave Energy Converters in Focused Wave Groups Using Overset Mesh

Hao Chen, Zaibin Lin, Ling Qian, Zhihua Ma, Wei Bai

INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING (2020)

Article Engineering, Marine

Numerical Simulation of Wave Interaction with Payloads of Different Postures Using OpenFOAM

Mingwei Yan, Xin Ma, Wei Bai, Zaibin Lin, Yibin Li

JOURNAL OF MARINE SCIENCE AND ENGINEERING (2020)

Article Engineering, Ocean

A Finite Volume Based Fully Nonlinear Potential Flow Model for Water Wave Problems

Zaibin Lin, Ling Qian, Wei Bai, Zhihua Ma, Hao Chen, Jian-Guo Zhou, Hanbin Gu

Summary: A new Fully Nonlinear Potential Flow (FNPF) numerical model has been developed for simulating nonlinear water wave problems. The model discretizes the flow field using Finite Volume Method (FVM) and defines boundary conditions in a semi-Eulerian-Lagrangian form. Through various test cases, the model has shown satisfactory accuracy and robustness in simulating wave generation and absorption, wave shoaling, and wave-cylinder interaction.

APPLIED OCEAN RESEARCH (2021)

Article Engineering, Ocean

Wave power absorption by an oscillating water column (OWC) device of annular cross-section in a combined wind-wave energy system

Peiwen Cong, Bin Teng, Wei Bai, Dezhi Ning, Yingyi Liu

Summary: This study investigates a new combined concept of utilizing offshore renewable energy resources by integrating an oscillating water column (OWC) device with an offshore wind turbine. Numerical analysis based on two different approaches shows that significant energy extraction efficiency can be achieved when remarkable fluid motion is induced within each sub-chamber.

APPLIED OCEAN RESEARCH (2021)

Article Engineering, Civil

A Comparative Study on the Nonlinear Interaction Between a Focusing Wave and Cylinder Using State-of-the-art Solvers: Part A

V Sriram, Shagun Agarwal, Shiqiang Yan, Zhihua Xie, Shaswat Saincher, Torsten Schlurmann, Qingwei Ma, Thorsten Stoesser, Yuan Zhuang, Bo Han, Weiwen Zhao, Xiaotong Yang, Z. Li, Decheng Wan, Yi Zhang, Bin Teng, Dezhi Ning, Ningbo Zhang, Xing Zheng, Guochun Xu, Jiaye Gong, Yunbo Li, Kangping Liao, Wenyan Duan, Ronggui Hann, Windiman Asnim, Zana Sulaiman, Zhongbing Zhou, Jianmin Qin, Yucheng Li, Zhiwei Song, Xiaofan Lou, Lin Lu, Changfu Yuan, Yuxiang Ma, Congfang Ai, Guohai Dong, Hanbing Sun, Qiang Wang, Zhi-Tao Zhai, Yan-Lin Shao, Zaibin Lin, Ling Qian, Wei Bai, Zhihua Ma, Pablo Higuera, Eugeny Buldakov, Dimitris Stagonas, Santiago Martelo Lopez, Aristos Christou, Pengzhi Lin, Yanyan Li, Jinshu Lu, Sa Young Hong, Yoon-Jin Ha, Kyong-Hwan Kim, Seok-Kyu Cho, Dong-Min Park, Wojciech Laskowski, Claes Eskilsson, Mario Ricchiuto, Allan P. Engsig-Karup, Lin Cheng, Jinhai Zheng, Hanbin Gu, Guangnian Li

Summary: This paper presents a comparative study on the interaction between focused waves and a fixed cylinder, using 20 numerical solvers developed by various universities. The qualitative and quantitative comparisons based on wave probe and pressure probe time histories and spectral components show differences among different solvers. The relative error analysis indicates variations in performance among the solvers, providing insights for industrial applications.

INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING (2021)

Article Engineering, Civil

Simulation of Steep Focused Wave Impact on a Fixed Cylinder Using Fully Nonlinear Potential Flow and Navier-Stokes Solvers

Zaibin Lin, Ling Qian, Wei Bai, Zhihua Ma

Summary: This paper investigates the interaction between nonlinear waves and cylindrical foundations using two different solvers based on different theories, comparing numerical results and experimental measurements to demonstrate their accuracy, efficiency, and applicability in specific flow problems.

INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING (2021)

Article Engineering, Marine

Second-order wave run-up on a vertical cylinder adjacent to a plane wall based on the application of quadratic transfer function in bi-directional waves

Peiwen Cong, Bin Teng, Wei Bai

Summary: A numerical model was developed to simulate wave diffraction caused by an arbitrarily shaped structure in the presence of bi-directional incident waves, revealing that the presence of a vertical wall can significantly disturb the wave diffraction process from the cylinder, leading to greatly amplified second-order wave elevation within the region between the wall and cylinder.

MARINE STRUCTURES (2021)

Article Engineering, Marine

Numerical simulation of water entry of a symmetric/asymmetric wedge into waves using OpenFOAM

Kai Wang, Xin Ma, Wei Bai, Zaibin Lin, Yibin Li

Summary: This paper introduces a dynamic overset mesh based two-dimensional Numerical Wave Tank (NWT) model for studying water entry of a wedge into water waves during offshore lowering. The NWT model integrates an incompressible multiphase flow solver and a wave generation library in OpenFOAM. The numerical simulations validate the model and analyze the influence of wave amplitude, water entry velocity, and entry location on the water entry process.

OCEAN ENGINEERING (2021)

Article Engineering, Marine

A three-dimensional immersed boundary method based on an algebraic forcing-point-searching scheme for water impact problems

Bin Yan, Wei Bai, Sheng-Chao Jiang, Peiwen Cong, Dezhi Ning, Ling Qian

Summary: A new three-dimensional immersed boundary method combined with the level set method is developed for simulating the interaction between fixed/moving structures and two-phase fluid flow. An algebraic algorithm is used to determine forcing points in the three-dimensional immersed boundary method, which is robust for any body geometry and easy for implementation. Extensive comparisons with experimental data and other immersed boundary methods show that the developed method is accurate and effective for both fixed and moving bodies with complex geometries.

OCEAN ENGINEERING (2021)

Article Mechanics

Higher-order harmonic induced wave resonance for two side-by-side boxes in close proximity

Sheng-Chao Jiang, Wei Bai, Bin Yan

Summary: This study investigates wave resonance in a narrow gap between two boxes using a numerical wave flume, finding nonlinear resonant behavior occurring around half and one third of the resonant frequencies. The research shows that higher-order harmonic induced wave resonances mainly affect wave properties inside the narrow gap.

PHYSICS OF FLUIDS (2021)

Article Engineering, Civil

Energy Dissipation and Nonpotential Effects in Wave Breaking

Anatoliy Khait, Zhihua Ma, Ling Qian, Wei Bai, Zaibin Lin

Summary: This paper presents a numerical study of the energy dissipation process in the breaking of focused waves using potential and potential/viscous flow models. The results show that wave energy loss is closely related to wave steepness, and nonbreaking waves produce mild localized rotational motion while breaking waves trigger strong nonpotential motion persisting over many wave periods.

INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING (2022)

Article Engineering, Civil

Numerical Simulation of Liquid Sloshing Using a Fully Nonlinear Potential Flow Model in the Noninertial Coordinate System

Zaibin Lin, Ling Qian, Wei Bai

Summary: The study successfully simulated the fully nonlinear liquid sloshing process in the noninertial coordinate system using a 3-D finite volume method-based fully nonlinear potential flow model, and validated its effectiveness and applicability.

INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING (2022)

Article Mechanics

Numerical investigation of piston-modal wave resonance in the narrow gap formed by a box in front of a wall

Sheng-chao Jiang, Wei Bai, Guoqiang Tang

PHYSICS OF FLUIDS (2019)

Article Engineering, Marine

HySwash: A hybrid model for nearshore wave processes

Alba Ricondo, Laura Cagigal, Beatriz Perez-Diaz, Fernando J. Mendez

Summary: This research presents a site-specific metamodel based on the SWASH numerical model simulations, which can predict coastal hydrodynamic variables in a fast and efficient manner. The metamodel uses downscaled and dimensionality reduced synthetic database to accurately reproduce wave setup, wave heights associated with different frequency bands, and wave runup. This method has great potential in coastal risk assessments, early warning systems, and climate change projections.

OCEAN ENGINEERING (2024)

Article Engineering, Marine

Experimental study on the mechanical behavior and energy absorption capacity of coral sand at high strain rates

Xiao Yu, Wangjun Ren, Bukui Zhou, Li Chen, Xiangyun Xu, Genmao Ren

Summary: This study investigated and compared the compression responses and energy absorption capacities of coral sand and silica sand at a strain rate of approximately 1000 s-1. The results showed that coral sand had significantly higher energy absorption capacity than silica sand due to its higher compressibility. The study findings suggest that using poorly graded coral sand can improve its energy absorption capacity.

OCEAN ENGINEERING (2024)

Article Engineering, Marine

Cooperative model predictive control for ship formation tracking with communication delays

Jingxi Zhang, Junmin Mou, Linying Chen, Pengfei Chen, Mengxia Li

Summary: This paper proposes a cooperative control scheme for ship formation tracking based on Model Predictive Control. A predictive observer is designed to estimate the current motion states of the leader ship using delayed motion information. Comparative simulations demonstrate the effectiveness and robustness of the proposed controller.

OCEAN ENGINEERING (2024)

Article Engineering, Marine

A numerical investigation of the 2DH wave characteristics across a fringing reef profile with reef-flat excavation pit

Yu Yao, Danni Zhong, Qijia Shi, Ji Wu, Jiangxia Li

Summary: This study proposes a 2DH numerical model based on Boussinesq equations to investigate the impact of dredging reef-flat sand on wave characteristics and wave-driven current. The model is verified through wave flume experiments and wave basin experiments, and the influences of incident wave conditions and pit morphological features on wave characteristics are examined.

OCEAN ENGINEERING (2024)

Article Engineering, Marine

Double-averaged turbulence statistics of wave current flow over rough bed with staggered arrangement of hemispherical blocks

Jayanta Shounda, Krishnendu Barman, Koustuv Debnath

Summary: This study investigates the double-average turbulence characteristics of combined wave-current flow over a rough bed with different spacing arrangements. The results show that a spacing ratio of p/r=4 offers the highest resistance to the flow, and the double-average Reynolds stress decreases throughout the flow depth. The advection of momentum-flux of normal stress shows an increase at the outer layer and a decrease near the bed region after wave imposition. Maximum turbulence kinetic energy production and diffusion occur at different layers. The turbulence structure is strongly anisotropic at the bottom region and near the outer layer, with a decrease in anisotropy observed with an increase in roughness spacing.

OCEAN ENGINEERING (2024)

Article Engineering, Marine

A monitoring method of hull structural bending and torsional moment

Meng Zhang, Lianghui Sun, Yaoguo Xie

Summary: The research proposes a method for online identification of wave bending and torsional moment in hull structures. For structures without large openings, the method optimizes sensor positions and establishes a mathematical model to improve accuracy. For structures with large openings, a joint dual-section monitoring method is proposed to simultaneously identify bending and torsional moments in multiple key cross sections.

OCEAN ENGINEERING (2024)

Article Engineering, Marine

Study on the dynamic characteristics of pile wharves subjected to underwater explosion

Longming Chen, Shutao Li, Yeqing Chen, Dong Guo, Wanli Wei, Qiushi Yan

Summary: This study investigated the dynamic response characteristics and damage modes of pile wharves subjected to underwater explosions. The results showed that the main damaged components of the pile wharf were the piles, and inclined piles had a higher probability of moderate or more significant damage compared to vertical piles. The study also suggested that replacing inclined piles with alternative optimized structures benefits the blast resistance of pile wharves.

OCEAN ENGINEERING (2024)

Article Engineering, Marine

A real-time wave prediction in directional wave fields: Strategies for accurate continuous prediction in time

I. -C Kim, G. Ducrozet, V. Leroy, F. Bonnefoy, Y. Perignon, S. Bourguignon

Summary: Previous research focused on the accuracy and efficiency of short-term wave fields in specific prediction zones, while we developed algorithms for continuous wave prediction based on the practical prediction zone and discussed important time factors and strategies to reduce computational costs.

OCEAN ENGINEERING (2024)

Article Engineering, Marine

Experimental study on the slamming pressure distribution of a 3D stern model entering water with pitch angles

Hang Xie, Xianglin Dai, Fang Liu, Xinyu Liu

Summary: This study investigates the load characteristics of a three-dimensional stern model with pitch angle through a drop test, and reveals complex characteristics of pressure distribution near the stern shaft. The study also shows that the vibration characteristics of the load are influenced by the drop height and pitch angle, with the drop height having a greater effect on the high-frequency components.

OCEAN ENGINEERING (2024)

Article Engineering, Marine

Influence of blocking ratio on hydrodynamic force on deep-water pier under earthquake

Hangyuan Zhang, Wanli Yang, Dewen Liu, Xiaokun Geng, Wangyu Dai, Yuzhi Zhang

Summary: The deep-water bridge is more vulnerable to earthquake damage than the bridge standing in air. The larger blocking ratio has a significant impact on the added mass coefficient, which requires further comprehensive study. The generation mechanism of block effect is analyzed using numerical simulation software ANSYS Fluent. The results show that the recirculation zone with focus reduces the pressure on the back surface of the cylinder, resulting in the peak value of in-line force not occurring synchronously with the peak value of acceleration. The change in position and intensity of the recirculation zone with focus, as well as the change in water flow around the cylinder surface, are identified as the generation mechanism of the block effect, which has a 10% influence on the hydrodynamic force. The changing rule of the added mass coefficient with blocking ratio is discussed in detail, and a modification approach to the current added mass coefficient calculation method is suggested. Physical experiments are conducted to validate the modification approach, and the results show that it is accurate and can be used in further study and real practice.

OCEAN ENGINEERING (2024)

Article Engineering, Marine

Flow past rotating cylinders using deterministic vortex method

Golnesa Karimi-Zindashti, Ozgur Kurc

Summary: This study examines the performance of an in-house code utilizing a deterministic vortex method on the rotation of circular and square cylinders. The results show that rotational motion reduces drag forces, suppresses fluctuating forces, and increases lift forces. The code accurately predicts vortex shedding suppression and identifies the emergence of near-field wakes in the flow over rotating square cylinders.

OCEAN ENGINEERING (2024)

Article Engineering, Marine

A dynamic simulation tool for ship's response during damage-generated compartment flooding

George Dafermos, George Zaraphonitis

Summary: The survivability of damaged ships is of great importance and the regulatory framework is constantly updated. The introduction of the probabilistic damage stability framework has rationalized the assessment procedure. Flooding simulation tools can be used to investigate the dynamic response of damaged ships.

OCEAN ENGINEERING (2024)

Article Engineering, Marine

A real-time drilling parameters optimization method for offshore large-scale cluster extended reach drilling based on intelligent optimization algorithm and machine learning

Xuyue Chen, Xu Du, Chengkai Weng, Jin Yang, Deli Gao, Dongyu Su, Gan Wang

Summary: This paper proposes a real-time drilling parameters optimization method for offshore large-scale cluster extended reach drilling based on intelligent optimization algorithm and machine learning. By establishing a ROP model with long short-term memory neurons, and combining genetic algorithm, differential evolution algorithm, and particle swarm algorithm, the method achieves real-time optimization of drilling parameters and significantly improves the ROP.

OCEAN ENGINEERING (2024)

Article Engineering, Marine

Dynamics of a moored submerged floating tunnel under tsunami waves

Sung-Jae Kim, Chungkuk Jin, MooHyun Kim

Summary: This study investigates the dynamic behavior of a moored submerged floating tunnel (SFT) under tsunami-like waves through numerical simulations and sensitivity tests. The results show that design parameters significantly affect the dynamics of the SFT system and mooring tensions, with shorter-duration and higher-elevation tsunamis having a greater impact.

OCEAN ENGINEERING (2024)

Article Engineering, Marine

Environmental contours of sea states by the I-FORM approach derived with the Burr-Lognormal statistical model

G. Clarindo, C. Guedes Soares

Summary: Environmental contours are constructed using the Inverse-First Order Reliability Method based on return periods. The paper proposes the use of the Burr distribution to model the marginal distribution of long-term significant wave heights. The newly implemented scheme results in different environmental contours compared to the reference approach.

OCEAN ENGINEERING (2024)