Numerical Prediction of Sloshing Loads in Ship Tanks

2008 ◽  
Author(s):  
Sanjay P. Singh ◽  
Anant Lal ◽  
Sharad S. Dhavalikar
Keyword(s):  
Structural Response ◽  
Time History ◽  
Ship Motions ◽  
Flow Solver ◽  
Structural Rules ◽  
Ansys Cfx ◽  
Pressure Time ◽  
Fill Level ◽  
Common Structural Rules ◽  
Oil Tankers

The present work is about the estimation of sloshing loads in partially filled tanks of a ship for design purpose. Two oil tankers of different dimensions were taken for this study. Ship motions for several wave-heading angles were computed using potential flow solver. Relevant period for sloshing was determined based on the seakeeping analysis. Critical fill levels of the tanks (with respect to sloshing) were identified from all possible set of motions. The numerical simulation of tank fluid motions for critical fill level was performed, using general fluid flow solver, ANSYS CFX. Prior to applying the method to ship tanks a validation study was carried out. The method was validated against the experimental results obtained by Hinatsu et al. (2001). Pressures at various locations of the tank were computed and were compared with the Common Structural Rules for Oil Tankers (CSR). Pressure time history obtained from computational fluid dynamics (CFD) simulations was applied on the tank bulkhead to get the structural response, using ANSYS Mechanical.

Toward Limit State Design of Ships and Offshore Structures Under Impact Pressure Actions: A State-of-the-Art Review

2006 ◽  
Vol 43 (03) ◽  
pp. 135-145
Author(s):  
Jeom Kee Paik
Keyword(s):  
Limit State ◽  
Structural Response ◽  
Time History ◽  
Rate Sensitivity ◽  
Offshore Structures ◽  
Impact Pressure ◽  
Green Water ◽  
Limit State Design ◽  
Structural Capacity ◽  
Pressure Time

In design of ships and ship-shaped offshore units, issues related to impact pressure actions arising from sloshing, slamming, green water, or explosion are of particular concern. The structural response under impact pressure actions is quite different from that under static or quasistatic actions. It has been recognized that the limit state approach is a more rational basis for structural design and safety assessment where both "demand" (loads) and "capacity" (strength) must be accurately defined. For impact pressure action cases, the demand is associated with hydrodynamics areas, taking into account the characteristics of impact pressure-time history, and the structural capacity is associated with structural mechanics areas, considering geometric and material nonlinearities together with strain rate sensitivity. This paper reviews recent advances and trends toward future limit state design of ships and offshore structures under impact pressure actions.

Experimental Investigation of Invar Edge Effect in Membrane LNG Tanks

2010 ◽  
Author(s):  
Mateusz Graczyk ◽  
Kjetil Berget ◽  
Joachim Allers
Keyword(s):  
Fluid Motion ◽  
Structural Response ◽  
Time History ◽  
Pressure Profile ◽  
Pressure Effects ◽  
Local Pressure ◽  
Temporal And Spatial Distribution ◽  
Containment System ◽  
Pressure Time ◽  
Time Histories

Sloshing, a violent fluid motion in tanks is of current interest for many branches of the industry, among them gas shipping. Although different methods are commonly combined for analyzing sloshing in LNG carriers, time histories of the pressure in the tanks are most reliably obtained by experiments. Very localized pressures may be important for the structural response of the tank containment system. Moreover, the typical pressure time history duration is similar to the structural natural frequency. Therefore, pressure measurements need to be performed with due account for temporal and spatial distribution. This requires a high sampling resolution both in time and space. Fine spatial resolution becomes especially important when local pressure effects are of interest, such as pressure profile passing a membrane corrugation of Mark III containment or Invar edge of No.96 containment. In this paper experimental approach applied by MARIN-TEK for analyzing sloshing phenomenon is presented. The focus is put on investigating effects of Invar edges. A transverse 2D model of a typical LNG carrier is used. Local pressure effects are investigated based on low filling level tests with different wall surfaces: smooth and with horizontal protrusions representing the surface similar to the No.96 containment system.

Ramification Study on IACS Harmonized Common Structural Rules: Impact on Structural Design and Scantlings

2014 ◽  
Author(s):  
Wu Jiameng ◽  
Wang Gang ◽  
Cai Shijian
Keyword(s):  
Structural Design ◽  
Classification Rule ◽  
Design Parameters ◽  
Functional Requirements ◽  
Safety Level ◽  
Structural Rules ◽  
Bulk Carriers ◽  
Common Structural Rules ◽  
Oil Tankers ◽  
New Criteria

The Harmonized Common Structural Rules (CSR-H) for Bulk Carriers and Oil Tankers has been issued on 1st Jan 2014, and will enter into force on 1st July 2015 to supersede the current two separate CSR versions, namely CSR-OT for Oil tankers and CSR-BC for bulk carriers. CSR-H aims at a consistent methodology harmonizing CSR-OT and CSR-BC, and establishes new criteria and requirements with the further aim of compliance with the IMO Goal Based Standard (GBS) where GBS functional requirements fall within Classification Rule scope. To maintain equivalent or higher safety level than current CSR, the rule developments within CSR-H are as a guideline aimed at scantling requirements that will be the same or higher for a given CSR vessel given the same ship design parameters and structural arrangement both globally and locally. The purpose of this study is to introduce the main changes from CSR to CSR-H, the new criteria set up for GBS compliance, and evaluate their impact on the structural design, especially on the scantlings. A carefully selected set of ten bulk carriers and eight oil tankers are investigated with the focus not only on the midship area but also on the foremost and aftmost cargo block areas as well. The typical critical areas affected by CSR-H due to fatigue or buckling criteria are identified, discussed and analyzed in detail. The impacts on scantlings and improvement suggestions for structural design based on CSR-H are further summarized and conclusions made.

Research on Some Issues related to Fatigue Assessment based on Latest IACS Harmonized CSR Amendments

2015 ◽  
Author(s):  
Wu Jiameng ◽  
Cai Shijian ◽  
Wang Weifei
Keyword(s):  
Structural Design ◽  
Fe Analysis ◽  
Fatigue Assessment ◽  
Structural Rules ◽  
Bulk Carriers ◽  
Key Issues ◽  
Common Structural Rules ◽  
Oil Tankers ◽  
The Impact

The IACS Harmonized Common Structural Rules (CSR-H) for Bulk Carriers and Oil Tankers has been issued on 1st Jan 2014, and will enter into force on 1st July 2015 to supersede the current CSR version (CSR-BC or CSR-OT). The latest amendments to 01 Jan 2014 version of CSR-H give lots of significant modifications on fatigue assessment. The purpose of this study is to introduce the main changes for fatigue requirement in such amendments, and evaluate their rationality based on some detailed FE analysis for some key issues. Meanwhile, the impact on the structural design, especially on the scantlings, will be discussed as well as some proposal. Some typical bulk carriers and oil tankers are investigated.

Load Uncertainties Effects on the Fatigue Life Evaluation by the Common Structural Rules

2015 ◽  
Author(s):  
Po-Kai Liao ◽  
Yann Quéméner ◽  
Chi-Fang Lee ◽  
Kuan-Chen Chen
Keyword(s):  
Fatigue Life ◽  
International Association ◽  
Hot Spot ◽  
Structural Response ◽  
Response Assessment ◽  
Life Assessment ◽  
Wave Loads ◽  
Hot Spot Stress ◽  
Structural Rules ◽  
Common Structural Rules

This study evaluated the fatigue life of various hot spots located amidship a handy size oil tanker and a capesize bulk carrier. Specifically, the fatigue was evaluated accordingly to the harmonized common structural rules for bulk carriers and oil tankers recently released by the international association of classification societies. This study examined the stillwater and wave loads uncertainties effect on the fatigue life assessment. Hydro-structure coupling analyses were thus carried out enabling direct hydrodynamic load computations and accurate structural response assessment by finite element analyses. The comparison between direct and rules assessment allowed to identify the load uncertainties effect on the fatigue evaluation. As a result, the fatigue life evaluated by both approaches was significantly different, as expected with regard to the stillwater and dominant wave loads deviations. In addition, the study showed that the influence of the subjected loads was underestimated by the rules, leading to overestimated hot spot stress.

scholarly journals Structural response of corrugated plates under blast loading: The influence of the pressure-time history

Structures ◽  
2021 ◽  
Vol 30 ◽  
pp. 531-545
Author(s):  
A. Caçoilo ◽  
R. Mourão ◽  
F. Teixeira-Dias ◽  
D. Lecompte ◽  
D. Rush
Keyword(s):  
Structural Response ◽  
Time History ◽  
Blast Loading ◽  
Pressure Time ◽  
Corrugated Plates

Second Paper: Deep Drawing and Free Forming Using a Water Hammer Technique

1964 ◽  
Vol 179 (1) ◽  
pp. 222-233 ◽  
Author(s):  
A. P. Vafiadakis ◽  
W. Johnson ◽  
I. S. Donaldson
Keyword(s):  
Deep Drawing ◽  
Time History ◽  
Water Hammer ◽  
High Rate ◽  
Pressure Time ◽  
Order Of Magnitude ◽  
History Of ◽  
Overall Efficiency ◽  
Initial Movement ◽  
Better Than

Earlier work on a water-hammer technique for high-rate forming of sheet metal has been extended to include work on deep drawing using lead plugs. A study of the pressure-time history of a deforming blank during its initial movement is reported. An assessment of the overall efficiency of the process has been made and is found to be about 50 per cent; this is an order of magnitude better than that found with comparable electro-hydraulic and explosive methods.

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