ABS 5 NOTICE 1-2017 RULES FOR BUILDING AND CLASSING STEEL VESSELS UNDER 90 METERS (295 FEET) IN LENGTH 2017.pdf
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1、 RULES FOR BUILDING AND CLASSING STEEL VESSELS UNDER 90 METERS (295 FEET) IN LENGTH 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 Rule
2、s for Building and Classing Steel Vessels Under 90 meters (295 feet) in Length, 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 n
3、oted. (See 1-1-4/3.3 of the ABS Rules for Conditions of Classification (Part 1).) PART 3 HULL CONSTRUCTION AND EQUIPMENT CHAPTER 2 HULL STRUCTURES AND ARRANGEMENTS SECTION 11 RUDDERS AND STEERING EQUIPMENT 17 Double Plate Rudder (Revise Paragraph 3-2-11/17.1 and add new 3-2-11/Figures 5, 6, and 7, a
4、s follows:) 17.1 Strength (1 July 2017) The section modulus and web area of the rudder mainpiece are to be such that the stresses indicated in the following Subparagraphs are not exceeded. In calculating the section modulus of the rudder, the effective width of side plating is to be taken as not gre
5、ater than twice the athwartship dimension of the rudder. Bolted cover plates on access openings to pintles are not to be considered effective in determining the 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
6、confirmed suitable by non-destructive testing method. Generous radii are to be provided at abrupt changes in section where there are stress concentrations, including 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 per
7、mitted in way of cutouts. Moments, shear forces and reaction forces are to be as given in 3-2-11/7.5 and 3-2-11/13.5. 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 th
8、e rudder or at the center of the lowest pintle. Special attention is to 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
9、diaphragm, w, is equal or less than 1/6of the trailing edge length measured between the diaphragm and the trailing edge, , finite element vibration analysis of the rudder blade is also to be submitted for review. See 3-2-11/Figure 5. ABSRULES FOR BUILDING AND CLASSING STEEL VESSELS UNDER 90 METERS (
10、295 FEET) IN LENGTH .2017 1 Notice No. 1 July 2017 FIGURE 5 (1 July 2017) wSpade rudders with an embedded rudder 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 thic
11、kness or diameter (see 3-2-11/Figure 6), the vortex shedding frequency calculated using the equation given below 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 t
12、he maximum continuous rated shaft rpm and at the summer load waterline St= nominal Strouhal number = 0.18 D= 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 (
13、ft) FIGURE 6 (1 July 2017) Thickness or Diameter of Rounded End2 ABSRULES FOR BUILDING AND CLASSING STEEL VESSELS UNDER 90 METERS (295 FEET) IN LENGTH .2017 Notice No. 1 July 2017 ii) For a rudder trailing edge with a flat insert plate (see 3-2-11/Figure 7), the insert plate thickness, t0, is to be
14、no larger than 1.5Vdin mm, where Vdis the design speed in ahead condition, in knots, as defined in 3-2-11/3.1. The extension beyond the weld to rudder plate, , is to satisfy the following 3-2-11/Figure 7 and with consideration of possible local vibratory bending of the insert plate. FIGURE 7 (1 July
15、 2017) Insert Plate Thicknesst0Rudder Plate Thicknesst1 (t0+ 2t1)Alternatively, a vibration analysis is to be carried out to confirm that the natural frequency of the rudder is to be at least 20% away from the vortex shedding frequency preferably determined using either a detailed numerical analysis
16、 method such as CFD or testing for ballast and full draft at 85% and 100% Vdas defined in 3-2-11/3.1. (Renumber existing 3-2-11/Figures 5 through 8 as 3-2-11/Figures 8 through 11.) (Revise Subparagraph 3-2-11/17.1.2, as follows:) 17.1.2 In Way of Cutouts Allowable stresses for determining the rudder
17、 strength in way of cutouts (see 3-2-11/Figure 8) are as follows: Bending stress b= K/Q N/mm2(kgf /mm2, psi) Shear stress = K/Q N/mm2(kgf /mm2, psi) 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 ord
18、inary strength hull steel = as defined in 3-2-1/7.5 for higher strength steel plate ABSRULES FOR BUILDING AND CLASSING STEEL VESSELS UNDER 90 METERS (295 FEET) IN LENGTH .2017 3 Notice No. 1 July 2017 FIGURE 8 (2009) Z6r26r16r1r26r2XNote:r1= corner radius of rudder plate in way ofportable bolted ins
19、pection holer2= corner radius of rudder plateIn way ofcutoutsr1The mainpiece of the rudder is to be formed by the rudder side plating (but not more than the effective width indicated above) and vertical diaphragms extending the length of the rudder or the extension of the rudder stock or a combinati
20、on of both. PART 4 VESSEL SYSTEMS AND MACHINERY CHAPTER 3 PROPULSION AND MANEUVERING MACHINERY SECTION 3 STEERING GEAR 11 Steering Gear Control System 11.3 General (1 July 2011) (Add new Subparagraph 4-3-3/11.3.5, as follows:) 11.3.5 System Response Under Failure (1 July 2017) The failures (as liste
21、d, but not limited to items in 4-3-3/11.9) likely to cause uncontrolled movements of rudder are to be clearly identified. In the event of detection of such failure, the rudder should stop in the current position. Alternatively, the rudder may be set to return to the midship/neutral position. Failure
22、 Mode and Effect Analysis methodology may be used to identify the failures. 11.9 Instrumentation and Alarms (Revise Subparagraph 4-3-3/11.9.7, as follows:) 11.9.7 Low Oil Level Alarm (1 July 2017) A visual and audible alarm is to be given on the navigation bridge and engine room control station to i
23、ndicate a low oil level in any power unit reservoir. The operation of this alarm is not to interrupt the power supply circuit. 4 ABSRULES FOR BUILDING AND CLASSING STEEL VESSELS UNDER 90 METERS (295 FEET) IN LENGTH .2017 Notice No. 1 July 2017 (Add new Subparagraph 4-3-3/11.9.12, as follows:) 11.9.1
24、2 Earth Fault (1 July 2017) A visual and audible alarm is to be given on the navigation bridge to indicate an earth fault on AC and DC circuits (Add new Subparagraph 4-3-3/11.9.13, as follows:) 11.9.13 Deviation (1 July 2017) Where arrangements discussed in 4-3-3/11.9.8, 4-3-3/11.9.9, 4-3-3/11.9.10
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