ABS 2 NOTICE 1-2017 RULES FOR BUILDING AND CLASSING STEEL VESSELS 2017.pdf
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1、 RULES FOR BUILDING AND CLASSING STEEL VESSELS 2017 NOTICE NO. 1 JULY 2017 The following Rule Changes were approved by the ABS Rules Committee on 30 May 2017 and become EFFECTIVE AS OF 1 JULY 2017. (See http:/www.eagle.org for the consolidated version of the Rules for Building and Classing Steel Ves
2、sels 2017, with all Notices and Corrigenda incorporated.) Notes - The date in the parentheses means the date that the Rule becomes effective for new construction based on the contract date for construction, unless otherwise noted. (See 1-1-4/3.3.) PART 3 HULL CONSTRUCTION AND EQUIPMENT CHAPTER 2 HUL
3、L STRUCTURES AND ARRANGEMENTS SECTION 14 RUDDERS AND STEERING EQUIPMENT 17 Double Plate Rudder (Revise Paragraph 3-2-14/17.1 and add new 3-2-14/Figures 5, 6, and 7, as follows:) 17.1 Strength (1 July 2017) Rudder section modulus and web area are to be such that stresses indicated in the following Su
4、bparagraphs are not exceeded. In calculating the section modulus of the rudder, the effective width of side plating is to be taken as not greater than twice the athwartship dimension of the rudder. Bolted cover plates on access openings to pintles are not to be considered effective in determining th
5、e section modulus of the rudder. In order for a cover plate to be considered effective, it is to be closed using a full penetration weld and confirmed suitable by non-destructive testing method. Generous radii are to be provided at abrupt changes in section where there are stress concentrations, inc
6、luding in way of openings and cover plates. When inspection windows are located in the panel below the rudder hub, the stress is to be as permitted in way of cutouts. Moments, shear forces and reaction forces are to be obtained by direct calculation, which is to be submitted. Guidance for calculatio
7、n of these values is given in Appendix 3-2-A5. For spade rudders and rudders with horns, the section modulus at the bottom of the rudder is not to be less than one-third the required section modulus of the rudder at the top of the rudder or at the center of the lowest pintle. Special attention is to
8、 be paid in design and construction of rudders with slender foil sections in the vicinity of their trailing edge (e.g., hollow foil sections, fishtail foil sections). Where the width of the rudder blade at the aftermost vertical diaphragm, w, is equal or less than 1/6of the trailing edge length meas
9、ured between the diaphragm and the trailing edge, , finite element vibration analysis of the rudder blade is also to be submitted for review. See 3-2-14/Figure 5. ABSRULES FOR BUILDING AND CLASSING STEEL VESSELS .2017 1 Notice No. 1 July 2017 FIGURE 5 (1 July 2017) wSpade rudders with an embedded ru
10、dder trunk are to have a trailing edge with dimensions that satisfy the following requirements: i) For a rudder trailing edge having a monotonous transition to a rounded end with a finite thickness or diameter (see 3-2-14/Figure 6), the vortex shedding frequency calculated using the equation given b
11、elow is to be higher than 35 Hz. fs= TDUSTDt +where fs= vortex shedding frequency, in Hz U = flow velocity, in m/s (ft/s), which is taken as vessels design speed with vessel running ahead at the maximum continuous rated shaft rpm and at the summer load waterline St= nominal Strouhal number = 0.18 D=
12、 0.27 C = minimal chord length of rudder cross section profile, in m (ft) D = nominal boundary layer thickness at trailing edge = 0.01C T= 0.77 T = thickness or diameter of rounded end, in m (ft) FIGURE 6 (1 July 2017) Thickness or Diameter of Rounded End2 ABSRULES FOR BUILDING AND CLASSING STEEL VE
13、SSELS .2017 Notice No. 1 July 2017 ii) For a rudder trailing edge with a flat insert plate (see 3-2-14/Figure 7), the insert plate thickness, t0, is to be no larger than 1.5Vdin mm, where Vdis the design speed in ahead condition, in knots, as defined in 3-2-14/3.1. The extension beyond the weld to r
14、udder plate, , is to satisfy the following 3-2-14/Figure 7 and with consideration of possible local vibratory bending of the insert plate. FIGURE 7 (1 July 2017) Insert Plate Thicknesst0Rudder Plate Thicknesst1 (t0+ 2t1)Alternatively, a vibration analysis is to be carried out to confirm that the nat
15、ural frequency of the rudder is to be at least 20% away from the vortex shedding frequency preferably determined using either a detailed numerical analysis method such as CFD or testing for ballast and full draft at 85% and 100% Vdas defined in 3-2-14/3.1. (Renumber existing 3-2-14/Figures 5 through
16、 11 as 3-2-14/Figures 8 through 14.) (Revise Subparagraph 3-2-14/17.1.2, as follows:) 17.1.2 In way of Cutouts Allowable stresses for determining the rudder strength in way of cutouts (see 3-2-14/Figure 8) are as follows: Bending stress b= K/Q N/mm2(kgf/mm2, psi) Shear stress = K/Q N/mm2(kgf/mm2, ps
17、i) Equivalent stress e= 223 +b= Ke/Q N/mm2(kgf/mm2, psi) where SI units MKS units US units K75 7.65 10,900 K50 5.1 7,300 Ke100 10.2 14,500 Q = 1.0 for ordinary strength hull steel = as defined in 3-2-1/5.5 for higher strength steel plate ABSRULES FOR BUILDING AND CLASSING STEEL VESSELS .2017 3 Notic
18、e No. 1 July 2017 FIGURE 8 Z6r26r16r1r26r2XNote:r1= corner radius of rudder plate in way ofportable bolted inspection holer2= corner radius of rudder plateIn way ofcutoutsr1PART 3 HULL CONSTRUCTION AND EQUIPMENT CHAPTER 5 EQUIPMENT SECTION 1 ANCHORING, MOORING, AND TOWING EQUIPMENT (Revise Subsectio
19、n 3-5-1/1, as follows:) 1 General (1 July 2017) All vessels are to have a complete equipment of anchors and chains. The letter placed after the symbols of classification in the Record, thus: A1 , will signify that the equipment of the vessel is in compliance with the requirements of the Rules, or wi
20、th requirements corresponding to the service limitation noted in the vessels classification, which have been specially approved for the particular service. The mass per anchor of bower anchors, given in 3-5-1/Table 1, is for anchors of equal mass. The mass of individual anchors may vary 7% plus or m
21、inus from the tabular mass, provided that the combined mass of all anchors is not less than that required for anchors of equal mass. The total length of chain required to be carried onboard, as given in 3-5-1/Table 1, is to be reasonably divided between the two bower anchors. For tankers and bulk ca
22、rriers that anchor outside a harbor or similar area of sheltered waters, the ABS Guide for the Optional Class Notation Deep Water Anchoring for Oil Tankers and Bulk Carriers, with the optional notation DWA, enables owners, operators, and designers to assess the adequacy of anchoring equipment in the
23、se locations. (Following text remains unchanged.) 4 ABSRULES FOR BUILDING AND CLASSING STEEL VESSELS .2017 Notice No. 1 July 2017 PART 4 VESSEL SYSTEMS AND MACHINERY CHAPTER 2 PRIME MOVERS SECTION 1 DIESEL ENGINES 13 Testing, Inspection and Certification of Diesel Engines 13.9 Shop Tests of Internal
24、 Combustion, I.C. Engines (1 July 2016) 13.9.2 Engines Driving Propellers or Impellers Only (Revise Item 4-2-1/13.9.2iv), as follows:) iv) (1 July 2017) 90% (or normal continuous cruise power), 75%, 50% and 25% of rated power, in accordance with the nominal propeller curve (the sequence to be select
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