search.noResults

search.searching

saml.title
dataCollection.invalidEmail
note.createNoteMessage

search.noResults

search.searching

orderForm.title

orderForm.productCode
orderForm.description
orderForm.quantity
orderForm.itemPrice
orderForm.price
orderForm.totalPrice
orderForm.deliveryDetails.billingAddress
orderForm.deliveryDetails.deliveryAddress
orderForm.noItems
FIGURE 6 Illustration of a numerical computer simulation in 2D Excerpt from the flow diagram


rigging plan, determine its suitability, and create a frame- work of boundary conditions. It should be noted that


FIGURE 2 Design approach for safe rigging arrangements


2.


FIGURE 6 Illustration of a numerical computer simulation in 2D


YES


dependent lifting points. Also the effect of the asymmetry of the lifting arrangement is visible.


Additional informa- tion about calcula- tion of sliding angles can be found on page 20.


2.1. Determine: • FDLP type • Friction factor • Sliding risk


The assessment of lifting arrangements with this method is time-consuming and requires specialised software tools (e.g. Orcaflex) and specific expertise. Its application is therefore only reasonable for lifting operations that are knowingly critical, and a high engineering effort is justified.


2.2


Sufficient friction? (In-house limit)


NO YES


The assessment of lifting arrangements with this method is time-consuming and requires specialised software tools (e.g. Orcaflex) and specific expertise. Its application is therefore only reasonable for lifting operations that are knowingly critical, and a high engineering effort is justified.


TABLE 1 Comparison of methods


Optional assessment: • In-house tools • Orcaflex • Others


Comparison of methods to assess stability in lifts (extract of table) Complexity


TABLE 1 Comparison of methods


Low Time effort Accuracy Approach


Optional: Monitoring of operational limits


Virtual CoG L w


concept


Low (but for most cases sufficient)


Graphical Range Complexity Time effort Accuracy


Initial stability only


Low Low


External forces Cannot be considered


Lifting points Range


‘fixed’ only


Low (but for most cases sufficient)


Initial stability only


External forces Cannot be considered


Lifting points ‘fixed’ only


Does not con- sider stabilising effect of lifting beam weight as well as sling angles of second- ary suspension.


*analytical assessment based on Kaps method theoretically possible but not developed yet (June 2024).


These methods are the Virtual CoG concept; the Kaps method, which is widely used in the maritime industry; the Nikitin method; and standard and extensive versions of numerical computer simulation methods. The applicability of these methods for various purposes is discussed. For example, Virtual CoG and Kaps allow users to evaluate the initial stability of the lift, Nikitin


Does not con- sider stabilising effect of lifting beam weight as well as sling angles of second- ary suspension.


Gives metacentric height for primary suspension, no info on range of stability. Only consid- ers symmetric arrangement.


Sufficient stability given?


NO Medium


Kaps method


Low YES Medium 5. Prepare final rigging plan Analytical


Excel-based solution available


Initial stability only*


YES Medium Low


Cannot be considered*


Medium ‘fixed’ only


Initial stability only*


Cannot be considered*


‘fixed’ only


Gives metacentric height for primary suspension, no info on range of stability. Only consid- ers symmetric arrangement.


Stability-increasing measures possible?


Medium


4. If applicable: Determine operational limits


Nikitin method


Low High


Analytical Can be automated


4.1


Sufficient workable range?


Medium Low


Cannot be considered


High ‘fixed’ only


Gives initial stability and range of static stability


Only considers symmetric arrangement. Base of primary suspension needs to be identical to top of secondary suspension.


Cannot be considered


‘fixed’ only


Only considers symmetric arrangement. Base of primary suspension needs to be identical to top of secondary suspension.


Gives initial stability and range of static stability


NO


To assist the process, the guidance makes a comprehensive comparison of different methods to assess the stability of lifts. Comparing methods for stability assessments of lifts


Approach Graphical 3.2 Analytical


Excel-based solution available


Analytical Can be automated


YES 3.3 NO High


Numerical computer simulation - Standard


Medium


High (for specific cases and conditions)


Numerical


Simulation software needed


Revise rigging


Stability for defined conditions


High Medium Can be considered


High (for specific cases and conditions)


Stability for defined conditions


Can be considered


Characteristics can be considered


Ultimate failure mechanism not of interest.


*analytical assessment based on Kaps method theoretically possible but not developed yet (June 2024).


provides insight on the stability against the overturning of two-chain suspensions, while numerical computer simulations allow a much more detailed analysis. “The numerical simulations are useful to understand the behaviour of a lift at certain phases of a lifting operation,” explains Sebastian Becker, Team Lead CAD Design, SAL Engineering GmbH.


Efforts for postpro- cessing and documen- tation only as much as needed.


Ultimate failure mechanism not of interest.


High efforts on post- processing to produce GZ-curves and to identify failure mechanisms and points.


Characteristics can be considered


Efforts for postpro- cessing and documen- tation only as much as needed.


High


Numerical computer simulation - Extended


High High Numerical


Simulation software needed


Stability for all angles High


H7igh


Can be considered High


Characteristics can be considered


Stability for all angles Can be considered


High efforts on post- processing to produce GZ-curves and to identify failure mechanisms and points.


Characteristics can be considered


Numerical


Simulation software needed


Revise rigging Numerical


Simulation software needed


Virtual CoG concept


3.1 Assess stability of the Lift


Kaps method


YES 3. 2.3


further clarify the text boxes of the flowchart.


1. Prepare draft rigging plan


Lifting points friction dependent?


2.4 Conduct friction-increas- ing / sliding-suppressing measures


YES


Comparison of methods and recommended areas of application Methods described under 1. (Virtual CoG). and 2. (Kaps) allow the evaluation of the initial stability of the lift only. They do not provide information about the behaviour of the lift when external forces are applied or the CoG is off- set, nor do they allow conclusions about potential failure mechanisms. The Method described under 3 (Nikitin). gives insight on the stability against overturning of two- chain suspensions. It provides the initial stability as well as a range of stability measured by a maximum allowed tilting angle. Nevertheless the Kaps-method is broadly used within the industry. A direct comparison with the also analytical but more complex approach by Nikitin is given in the Appendix. The methods described under 4 and 5 require a numerical simulation.


Friction-increasing / sliding-suppressing measures possible?


dependent lifting points. Also the effect of the asymmetry of the lifting arrangement is visible.


CoG above Lifting Points?


Comparison of methods and recommended areas of application Methods described under 1. (Virtual CoG). and 2. (Kaps) allow the evaluation of the initial stability of the lift only. They do not provide information about the behaviour of the lift when external forces are applied or the CoG is off- set, nor do they allow conclusions about potential failure mechanisms. The Method described under 3 (Nikitin). gives insight on the stability against overturning of two- chain suspensions. It provides the initial stability as well as a range of stability measured by a maximum allowed tilting angle. Nevertheless the Kaps-method is broadly used within the industry. A direct comparison with the also analytical but more complex approach by Nikitin is given in the Appendix. The methods described under 4 and 5 require a numerical simulation.


NO


The below table provides an overview of the introduced methods.


Revise rigging NO NO NO


3.4 Conduct stability- increasing measures


Nikitin method


The below table provides an overview of the introduced methods.


Numerical computer simulation - Standard


Numerical computer simulation - Extended


“Step five is to cre- ate a final rigging plan complying with the selected criteria, which can then be added to the op- erational procedure,” Behrens adds.


Guidance on stability of lifts


Guidance is grouped into five steps. Step one involves preparing a draft rigging plan. Step two is to assess whether the rigging points are friction- dependent. Step three is working out if the centre of gravity (CoG) of the rigging arrangement is above the lifting points. Step four, if applicable, is determining and documenting operational limits.


13


13 THE REPORT | MAR 2025 | ISSUE 111 | 63


Source: Guidance on Stability of Lifts Guidance, Heavy Lift Exchange Forum, 2024


Source: Guidance on Stability of Lifts Guidance, Heavy Lift Exchange Forum, 2024


Page 1  |  Page 2  |  Page 3  |  Page 4  |  Page 5  |  Page 6  |  Page 7  |  Page 8  |  Page 9  |  Page 10  |  Page 11  |  Page 12  |  Page 13  |  Page 14  |  Page 15  |  Page 16  |  Page 17  |  Page 18  |  Page 19  |  Page 20  |  Page 21  |  Page 22  |  Page 23  |  Page 24  |  Page 25  |  Page 26  |  Page 27  |  Page 28  |  Page 29  |  Page 30  |  Page 31  |  Page 32  |  Page 33  |  Page 34  |  Page 35  |  Page 36  |  Page 37  |  Page 38  |  Page 39  |  Page 40  |  Page 41  |  Page 42  |  Page 43  |  Page 44  |  Page 45  |  Page 46  |  Page 47  |  Page 48  |  Page 49  |  Page 50  |  Page 51  |  Page 52  |  Page 53  |  Page 54  |  Page 55  |  Page 56  |  Page 57  |  Page 58  |  Page 59  |  Page 60  |  Page 61  |  Page 62  |  Page 63  |  Page 64  |  Page 65  |  Page 66  |  Page 67  |  Page 68  |  Page 69  |  Page 70  |  Page 71  |  Page 72  |  Page 73  |  Page 74  |  Page 75  |  Page 76  |  Page 77  |  Page 78  |  Page 79  |  Page 80  |  Page 81  |  Page 82  |  Page 83  |  Page 84  |  Page 85  |  Page 86  |  Page 87  |  Page 88  |  Page 89  |  Page 90  |  Page 91  |  Page 92  |  Page 93  |  Page 94  |  Page 95  |  Page 96  |  Page 97  |  Page 98  |  Page 99  |  Page 100  |  Page 101  |  Page 102  |  Page 103  |  Page 104  |  Page 105  |  Page 106  |  Page 107  |  Page 108  |  Page 109  |  Page 110  |  Page 111  |  Page 112  |  Page 113  |  Page 114  |  Page 115  |  Page 116  |  Page 117  |  Page 118  |  Page 119  |  Page 120  |  Page 121  |  Page 122  |  Page 123  |  Page 124  |  Page 125  |  Page 126  |  Page 127  |  Page 128  |  Page 129  |  Page 130  |  Page 131  |  Page 132  |  Page 133  |  Page 134  |  Page 135  |  Page 136  |  Page 137  |  Page 138  |  Page 139  |  Page 140  |  Page 141  |  Page 142  |  Page 143  |  Page 144  |  Page 145  |  Page 146  |  Page 147  |  Page 148