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Sec.1: Rolled Steel for Structural Application [Table of Contents] B: Normal Strength Steel

DNV-OS-B101 Metallic Materials

[-] Ch.2: Technical Provisions
[-] Sec.1: Rolled Steel for Structural Application
[-] A: General

Ch.2 Sec.1
A. General

Ch.2 Sec.1
A 100   Scope

Ch.2 Sec.1 A
101
   This section specifies the requirements for weldable normal strength, high strength and extra high strength hot rolled structural steel plates and sections. These requirements are also applicable to seamless steel tubes and pipes intended for structural application.

Ch.2 Sec.1 A
102
   The requirements are applicable to steel products with a thickness not exceeding 150 mm. For thickness greater than 150 mm, deviations from these requirements may be applied as necessary after special consideration and agreement in each case.

Ch.2 Sec.1 A
103
   Steels differing from these requirements in chemical composition, deoxidation practice, condition of supply and mechanical properties may be acceptable, provided that they are specially considered and demonstrated to be suitable.

Ch.2 Sec.1
A 200   Designation of steel grades

Ch.2 Sec.1 A
201
   The steel grades referred to in this section are divided into three strength groups:
normal strength steels (NS)
high strength steels (HS)
extra high strength steels (EHS).


Ch.2 Sec.1 A
202
   Each group consists of two parallel series of steel grades:
steels of normal weldability
steels of improved weldability.

The two series are intended for the same applications. However, in addition to leaner chemistry and better weldability the improved weldability grades have extra margins to account for reduced toughness after welding. These grades are also limited to a specified minimum yield stress of 500 N/mm2.

Ch.2 Sec.1 A
203
   The alphanumeric designation of the steel grade is:
NV xy for steels of normal weldability
NV xWy for steels of improved weldability.
NV designation of a steel grade according to the DNV offshore standards 
a capital letter corresponding to a specified impact toughness test temperature, see Table A1 
letter included to designate a steel grade of improved weldability 
a figure designating the strength group according to the specified minimum yield stress. The figure y is omitted for NS steels. 



Ch.2 Sec.1 A
204
   Additional symbols following the alphanumeric designation given in 203 may be:
steel grade of improved through-thickness properties. This symbol is omitted for steels of improved weldability although improved through-thickness properties are required. 

Ch.2 Sec.1 A
Table A1 Definitions of steel grades 
Strength group Impact testing Tensile properties 
SymbolTest temperatureC) Symbol
y
 
Minimum yield stress1) (N/mm2) 
Normal weldability Improved weldability 
NS A
B2)
D
-
BW
DW
EW 
-
0
-20
-40 
Omitted 235 
HS A
D
E
AW
DW
EW
0
-20
-40
-60 
27
32
36
40  
265
315
355
390 
EHS A
D
E
F  
-
DW
EW
-
 
0
-20
-40
-60 
420
460
500
550
620
690 
420
460
500
550
620
690 
  1. For steels of improved weldability the required minimum yield stress is reduced for increasing material thickness.
  2. Charpy V-notch tests are required for thickness above 25 mm but is subject to agreement for thickness of 25 mm or less.
 

Ch.2 Sec.1
A 300   Manufacture

Ch.2 Sec.1 A
301
   Steel shall be manufactured by the open hearth, an electric or one of the basic oxygen processes or any other process involving secondary refining accepted by the purchaser.

Ch.2 Sec.1 A
302
   Steel shall be cast in metal ingot moulds or by continuous casting. Sufficient discard shall be made to ensure soundness in the finished product. The size of the ingot, billet or slab shall be proportional to the dimensions of the final product such that the cross section reduction ratio or, in the case of slab to plate, thickness reduction ratio shall normally be at least 3 to 1.

Ch.2 Sec.1 A
303
   Conditions of supply shall be in accordance with 500.

Ch.2 Sec.1 A
304
   It is the manufacturer's responsibility to ensure that effective manufacture and process controls are implemented in production. Where deviation from the controls occurs and this could produce products of inferior quality, the manufacturer shall investigate to determine the cause and establish countermeasures to prevent its recurrence. Investigation reports to this effect shall be made available to the purchaser on request.

Ch.2 Sec.1
A 400   Chemical composition

Ch.2 Sec.1 A
401
   The chemical composition of each heat shall be determined on a sample taken preferably during the pouring of the heat and shall be within the specified limits in B to E. When multiple heats are tapped into a common ladle, the ladle analysis shall apply and be within the specified limits. Variations from the chemical compositions given may be allowed for grades supplied in the thermo-mechanical rolled condition or when thicknesses exceed 50 mm provided that these variations are approved.

Ch.2 Sec.1 A
402
   The composition shall be determined after all alloying additions have been made and sufficient time allowed for such an addition to homogenize.

Ch.2 Sec.1 A
403
   Elements designated as residual elements in the individual specifications shall not be intentionally added to the steel. The content of such elements shall be reported.

Ch.2 Sec.1 A
404
   When recycled scrap is used in steelmaking, adequate controls shall be in place to prevent accumulation of harmful elements in the final product. The content of impurity elements such as tin, antimony and arsenic may be required determined.

Ch.2 Sec.1 A
405
   When required, the carbon equivalent value shall be calculated from the heat analysis using the formula:

raster

Subject to agreement, the weldability may alternatively be evaluated by calculating the cold cracking susceptibility using the formula:

raster

Ch.2 Sec.1
A 500   Condition of supply and heat treatment

Ch.2 Sec.1 A
501
   Conditions of supply shall be in accordance with requirements given in B to D and as defined in 502 to 506. Where alternative conditions are permitted, the manufacturer shall supply materials only in the conditions agreed.

Ch.2 Sec.1 A
502
   As-rolled (AR) refers to conventional rolling at high temperature followed by air cooling. The rolling temperature and reduction may not be accurately controlled resulting in variable grain sizes and, hence, variable mechanical properties.

Ch.2 Sec.1 A
503
   Normalising rolling (NR) is a rolling procedure in which the final rolling temperature is controlled within a certain range above the Ar3 temperature so that the austenite completely re-crystallises. After the final pass, air cooling produces a fine grained ferrite-pearlite microstructure comparable to that obtained after normalising heat treatment.

Ch.2 Sec.1 A
504
   Thermo-mechanical rolling (TM) is a rolling procedure in which both the rolling temperatures and reductions and, when used, accelerated cooling conditions are controlled. Generally, a high proportion of the rolling reduction is carried out close to the Ar3 temperature and may involve the rolling in the austenite-ferrite dual phase temperature region. After the final pass, either air cooling or accelerated cooling, excluding quenching, is used. Final rolling in the same temperature range as used for NR followed by accelerated cooling is considered to be a TM procedure. Unlike NR the properties conferred by TM cannot be reproduced by subsequent normalising heat treatment.

Ch.2 Sec.1 A
505
   Normalising (N) is a separate heat treatment after rolling involving austenitising and air cooling to produce a fine grained ferrite-pearlite microstructure.

Ch.2 Sec.1 A
506
   Quenching and Tempering (QT) is a separate heat treatment after rolling involving austenitising, rapid cooling for hardening and subsequent reheating to produce a tempered martensite microstructure.

Ch.2 Sec.1 A
507
   It is the manufacturer's responsibility to ensure that the programmed rolling schedules for NR and TM are adhered to. Production records to this effect shall be made available to the surveyor on request. Where deviation from the programmed rolling schedules occurs, the manufacturer must ensure that each affected rolled piece is tested and that an investigation is carried out according to 304.

Ch.2 Sec.1
A 600   Inspection and tolerances

Ch.2 Sec.1 A
601
   Surface inspection and verification of dimensions are the responsibility of the manufacturer. Acceptance by the purchaser of material later found to be defective shall not absolve the manufacturer from this responsibility.

Ch.2 Sec.1 A
602
   Products shall have a workmanlike finish consistent with the method of manufacture and shall be free from cracks, shells and seams. Acceptance criteria for other imperfections such as rolled-in scale, indentations and roll marks, which may occur under normal manufacturing conditions, shall be EN 10163 Class A for plates and Class D for sections or equivalent standard.

Ch.2 Sec.1 A
603
   For plates and wide flats, the minus tolerance on ordered nominal thickness shall not exceed 0.3 mm. The plus tolerance on nominal thickness and other dimensional tolerances shall comply with the requirements of a recognised standard. The tolerances on nominal thickness are not applicable to areas repaired by grinding.

Ch.2 Sec.1 A
604
   For sections and bars, the dimensional tolerances shall comply with the requirements of a recognised standard.

Ch.2 Sec.1 A
605
   The thickness of plates and wide flats shall be measured at locations whose distance from a longitudinal or transverse edge of the product shall be at least 10 mm. Measurements shall be made by on-line automated methods or off-line manual methods. The number of products to be measured, number of measurement readings to be recorded, and spacing between any two consecutive measured readings shall be decided and implemented by the manufacturer and shall be generally based on sound statistical analysis requirements.

Ch.2 Sec.1 A
606
   Thickness measurement data for plates and wide flats shall be analysed to assess that the readings are within permissible tolerance limits and the computed mean value shall be equal to or greater than ordered nominal thickness.

Ch.2 Sec.1 A
607
   The manufacturer shall maintain records of inspections and dimensional measurements. The records shall be presented to the purchaser on request.

Ch.2 Sec.1
A 700   Repair

Ch.2 Sec.1 A
701
   Surface defects may be removed by local grinding provided that:
the thickness is in no place reduced by more than 7% of the nominal thickness, but in no case by more than 3 mm
each single ground area does not exceed 0.25 m2
the total area of local grinding does not exceed 2% of the total surface area
the ground areas have smooth transitions to the surrounding surface.

Ground areas lying in a distance less than their average width to each other shall be regarded as one single area.

Ch.2 Sec.1 A
702
   Surface defects which cannot be dealt with as in 701 may be repaired by chipping or grinding followed by welding, subject to the purchaser's consent and under his supervision, provided that:
after removal of defects and before welding, the thickness of the product is in no place reduced by more than 20% of the nominal thickness
welding is carried out by qualified welders using qualified procedures
for plates supplied in NR or TM condition, qualification of procedures is based on satisfactory mechanical testing
each single weld does not exceed 0.125 m2
the total area of welding does not exceed 2% of the surface area of the side involved
the distance between any two welds is not less than their average width
the welds are made with an excess layer of beads and then ground flush with the product surface
when deemed necessary, the repaired product is normalised or otherwise suitably post-weld heat treated
the weld repairs are subjected to suitable non-destructive testing.


Ch.2 Sec.1 A
703
   The manufacturer shall maintain records of repairs and subsequent inspections traceable to each product repaired. The records shall be presented to the purchaser on request.

Ch.2 Sec.1
A 800   Identification

801 Every finished product shall be clearly marked by the manufacturer in at least one place with the following particulars:
manufacturer's name or trade mark
steel grade, e.g. NV E36. When products comply with the requirements of E, the grade shall include the suffix Z25 or Z35, e.g. NV E36Z25
identification number, heat number or other marking which will enable the full history of the product to be traced
if required by the purchaser, his order number or other identification mark.

802 The particulars in 801, but excluding the manufacturer's name or trade mark where this is embossed on finished products, shall be encircled with paint or otherwise marked so as to be easily recognisable.

803 Where a number of products are securely fastened together in bundles, the manufacturer may brand only the top product of each bundle or, alternatively, a firmly fastened durable label containing the identification may be attached to each bundle.

Ch.2 Sec.1
A 900   Certification

901 The manufacturer shall provide the type of inspection certificate required in the relevant construction rules giving the following particulars for each test unit which has been accepted:
purchaser's name, order number and, if known, the vessel identification
manufacturer's name
description of products and steel grade
identification marking of products
steel making process, heat number and chemical composition
condition of supply
results of mechanical tests
when products comply with the requirements of E, the results of through thickness tensile tests and ultrasonic tests
results of any supplementary and additional test requirements specified.

902 When steel is not produced at the works at which it is rolled, a certificate shall be supplied by the steelmaker stating the process of manufacture, the heat number and the chemical composition.


Sec.1: Rolled Steel for Structural Application [Table of Contents] B: Normal Strength Steel