Introduction

The longitudinal strength of a vessel is integral to its evaluation for a given purpose. To get an introduction to the topic, please refer to our other article

https://thenavalarch.com/longitudinal-strength-ships-introduction/

In this article, we’ll see from a regulatory (Classification) perspective, what the important factors determining Longitudinal Strength requirements for barges are.

Longitudinal Strength determines the global strength characteristics of the Barge. Referring to our previous article, considering the ship as a simply supported beam, the strength will depend on the strength of the structural cross-section of the ship. Most of the time, the midship structural section is considered the representative for the barge’s strength as the maximum bending moment is expected at midship.

 

A midship section of a Barge is shown below:

Barge-Transverse-Section-TheNavalArch 

Also, a typical bending moment diagram of a barge is shown below:

Barge-Bending-Moment-Curve-TheNavalArch 

We can see that the midship section is the critical one since the bending moment amidships is the largest

What parameter determines the strength of the midship section of the Barge?

Beam analogy

Considering the beam analogy, the strength of the beam depends upon the section property of the beam. In short, the bending stress on the beam is given by:

 

Bending Stress = Bending Moment/Section Modulus

Thus, the defining parameter that dictates the beam’s strength is its Section Modulus.

How do we calculate the Section Modulus of the midship section (or any other section) of the ship?

The calculation of section modulus is investigated in another related article:

https://thenavalarch.com/how-to-calculate-the-strength-of-midship-section-of-a-ship/

 

The role of Classification Rules

 Once we have calculated the section modulus of the midship section of the Barge, how do we know if it is sufficient? How do we know what should be the minimum section modulus for the Barge to be fit to ply in the open ocean?

The requirements for minimum strength characteristics are provided by regulatory bodies (a.k.a. Classification Societies like ABS, DNV, LR, IRS, CCS, etc.)

In this article, we’ll see from a regulatory perspective (i.e., Ship Classification) the requirements for longitudinal strengths of Barges.

We will refer to the American Bureau of Shipping (ABS) Rules for Building and Classing Steel Barges, 2020 for this article. It is to be noted that these rules apply to ocean-going barges with a Breadth-to-Depth ratio of up to 4.

The Classification rules help by providing the minimum requirements that the vessel must meet.

With regard to the longitudinal strength of Barges, the two important parameters that the rules have laid out are:

  • Minimum Section Modulus amidships
  • Minimum Hull girder moment of Inertia amidships

 

Minimum Section Modulus amidships

The minimum section modulus requirement is specified in the American Bureau of Shipping (ABS) Rules for Building and Classing Steel Barges, 2020, Part 3, Ch.2, Section 1, 3.1

ABS-Barge-Rule-Long-Strength-1 

ABS-Barge-Rule-Long-Strength-2

ABS-Barge-Rule-Long-Strength-2

The required Section Modulus amidships (SMR) is given by

SMR = K SMb

where

SMb = C1C2L2B (Cb + 0.7) cm2-m (in2-ft)

 

  • C1 is a coefficient dependent of the length of the barge, and is higher or longer vessels
  • C2 is a constant (0.01)
  • K = 0.629 + Ms/(fp SMb) but is not to be taken less than 1.0

Ms = maximum still-water bending moment in the governing loaded or ballasted condition in kN-m (tf-m, Ltf-ft). When still-water bending moment calculations are not submitted, K will be taken as 1.0.

  • fp = 17.5 kN/cm2(1.784 tf/cm2, 11.33 Ltf/in2)

The factor K

As highlighted earlier, the bending stress on the midship section is given by

 

Bending Stress = Bending Moment / Section Modulus

 

Putting it the other way round,

Section Modulus = Bending Moment/Bending Stress

Thus, if we know the maximum bending moment that the vessel experiences and we know the limit of the bending stress of the material used, we can find out the minimum section modulus that the vessel requires.

The maximum still water bending moment that the vessel experiences can be obtained from the stability booklet, in which the full-load and ballast conditions, including any additional condition (critical in terms of long strength), are included. The highest still water bending moment of all these conditions is used for the calculation of K. When bending moment calculations are not available, K is to be taken as 1.

The still water bending moment (SWBM) calculations are mandatorily required to be submitted if the Barge is of length 76 m or more.

fp is simply the allowable bending stress of the material used and translates to 175 MPa for mild steel, which is 75% of the yield strength of steel.

 

Minimum Section Modulus amidships

The moment of inertia amidships is derived from the required section modulus, and is given by (Ref [1], 3-2-1, Sec 5):

I = 0.03SMRL cm2-m2 (in2-ft2)

where

L = length of the barge as defined in 3-1-1/3

SMR = hull girder section modulus required for the barge per 3-2-1/3.1, in cm2-m (in2-ft)

 

High Strength Material

 

The above rules are applicable to the case when the hull material is Mild Steel. If high strength materials are used for either the upper or lower flanges of the hull girder or both, then a reduction factor is used in the calculation of the required Section Modulus (Ref [1], 3-2-1, Sec 11.3):

SMhts = Q (SMR)

where

Q = 0.78 for H32 strength steel

Q = 0.72 for H36 strength steel

H32, H36 = as specified in Section 2-1-3 of the ABS Rules for Materials and Welding (Part 2)

 

Wave Bending Moment

Besides the still water bending moment, the vessel also experiences Wave Bending moment in seas. The wave bending moment is considered when there are additional buckling calculations to be submitted to verify the scantlings of the vessel. To account for the wave bending moment in calculations of the factor K, the bending moment used is

Bending moment = Still Water Bending Moment + Wave Bending Moment

The formula used for wave bending moment is

 

Wave bending moment = Sw x SMb, where Sw = 11.0 kN/cm2, or 110 MPa.

 

Considering the above, the formula for K becomes

 

K = 0.629 + (Sw x SMb + MS)/(fp x SMb) = 0.629 + {Sw/fp + Ms/(fp x SMb)}

 

Thus, it is important to calculate the K factor accurately in order to get a reliable value for the required section modulus for the vessel.

That sums up this article about using Class rules to assess the longitudinal strength of Barges. The required section modulus is an important starting point to design the structural section of the vessel by selecting the right strength elements.

 

References 

[1] ABS RULES FOR BUILDING AND CLASSING STEEL BARGES, JULY 2020

[2] ABS Rules for Materials and Welding (Part 2), July 2020

Disclaimer: This post is not meant to be authoritative writing on the topic presented. thenavalarch bears no responsibility for the accuracy of this article, or for any incidents/losses arising due to the use of the information in this article in any operation. It is recommended to seek professional advice before executing any activity which draws on information mentioned in this post. All the figures, drawings, and pictures are property of thenavalarch except where indicated, and may not be copied or distributed without permission.

  •  
  •  
  •  
  •  
  •  
  •