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City, University of London Institutional Repository

Citation

:

Stansby, P.K. & Ma, Q. (2016). Foreword to special issue on particle methods

for flow modeling in ocean engineering. Journal of Ocean Engineering and Marine Energy,

2(3), pp. 249-250. doi: 10.1007/s40722-016-0065-3

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ArticleTitle Foreword to special issue on particle methods for flow modeling in ocean engineering

Article Sub-Title

Article CopyRight Springer International Publishing Switzerland (This will be the copyright line in the final PDF) Journal Name Journal of Ocean Engineering and Marine Energy

Corresponding Author Family Name Ma

Particle

Given Name Qingwei

Suffix Division

Organization City University London Address London, UK

Email [email protected] ORCID

Author Family Name Stansby

Particle

Given Name Peter K.

Suffix Division

Organization The University of Manchester Address Manchester, UK

Email [email protected] ORCID

Schedule

Received Revised Accepted

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J. Ocean Eng. Mar. Energy DOI 10.1007/s40722-016-0065-3

E D I TO R I A L

Foreword to special issue on particle methods for flow modeling

in ocean engineering

Peter K. Stansby1 · Qingwei Ma2

© Springer International Publishing Switzerland 2016

1

Peter K. Stansby

2

Ocean engineering poses many problems with violent

sur-3

face flows and structure interaction. Numerical modelling

4

with particle methods in Lagrangian form has certain

advan-5

tages over mesh-based methods in that the particles naturally

6

follow the extreme flow distortions which may include

multi-1 7

phase interactions. This special issue has solicited latest

8

developments and applications on particle methods in this

9

context. Smoothed Particle Hydrodynamics (SPH) in its

var-10

ious forms is perhaps most widely applied but there are

11

many variations such as those based on the Meshless Local

12

Petrov–Galerkin (MLPG) method and the Moving Particle

13

Semi-implicit (MPS) method which are also relevant.

14

B

Qingwei Ma [email protected] Peter K. Stansby

[email protected]

1 The University of Manchester, Manchester, UK 2 City University London, London, UK

15

Qingwei Ma 16

These methods are mainly based on two mathematical 17

formulations: one assumes that the fluid is incompressible 18

and the other assumes that it is weakly compressible, both of 19

which are covered in this special issue. Fundamental aspects 20

of the incompressible formulations for the SPH and MPS 21

methods are reviewed comprehensively in the paper by Gotoh 22

and Khayyer with future perspectives outlined. A key compo- 23

nent of all incompressible formulations is the solution of the 24

Poisson’s equation for pressure and approaches are reviewed 25

in the paper by Ma et al. for ISPH, MPS and the recent 26

MLPG_R method based on a Rankine source solution. 27

Incompressible SPH (ISPH) is applied to an oscillating 28

wave surge converter with an OpenMP-based parallel com- 29

puting approach by Yeylaghi et al. An implicit form of ISPH 30

is applied to solitary wave impact on coastal structures by 31

Sampath et al. A reduced form of ISPH is applied to extreme 32

waves on fixed and moored structures by using Froude– 33

Krylov forcing with analytical added mass by Lind et al., 34

showing accurate results in many cases for little computa- 35

tional expense. The capability of a multi-resolution MPS 36

method for 3D violent free surface flows is demonstrated 37

by Tang et al. 38

123

Journal:40722MS:0065 TYPESET DISK LE CP Disp.:2016/7/5Pages:2Layout:Large

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uncorrected

proof

J. Ocean Eng. Mar. Energy

The most widely used SPH is in weakly compressible

39

form with pressure determined by an equation of state rather

40

than a Poisson’s solution. Codes running on GPUs have been

41

applied to tsunami impact on bridge decks by Wei and

Dal-42

rymple, and to moored floating bodies by Barreiro et al. They

43

show the versatility of this approach and compatibility with

44

modern computing.

45

This special issue thus surveys fundamental aspects of

46

particle methods for violent flow and wave–structure

interac-47

tion modelling, giving latest developments and future trends.

Important applications in ocean (and coastal) engineering 48

are provided showing that the state-of-the-art and novel 49

approaches can already provide realistic predictions. 50

Peter K. Stansby 51

Qingwei Ma 52

Guest Editors 53

123

Journal:40722MS:0065 TYPESET DISK LE CP Disp.:2016/7/5Pages:2Layout:Large

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uncorrected

proof

Journal: 40722 Article: 65

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