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D: Extra High Strength Steel [Table of Contents] Sec.2: Steel Pipes

DNV-OS-B101 Metallic Materials

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

Ch.2 Sec.1
E. Testing

Ch.2 Sec.1
E 100   Test material and test pieces for mechanical
testing

Ch.2 Sec.1 E
101
   Test material shall be fully representative of the sample product and, where appropriate, shall not be cut from the sample product until heat treatment has been completed. Test material or test pieces shall not be separately heat treated in any way.

Ch.2 Sec.1 E
102
   Test material shall be suitably marked to identify them with the products represented.

Ch.2 Sec.1 E
103
   Test material shall be taken from the following positions:
Plates and wide flats with a width ³ 600 mm
The test material shall be taken at the square cut end approximately one-quarter width from an edge, see Fig. 1a.
Flats with a width < 600 mm, bulb flats and other sections
The test material shall be taken at approximately one-third of the width from an edge, see Figures 1b, 1c, 1d and 1e. For channels and beams, an alternative position is shown in Fig. 1d.
Bars and other similar products
The test material shall be taken at a depth one-third of the radius below the surface or, in the case of non-cylindrical sections, at a depth one-third of the half-diagonal from the surface, see Fig. 1f.


Ch.2 Sec.1 E
104
   The following definitions relevant to orientation of test pieces apply:

Longitudinal: longitudinal axis of test piece parallel to the principal direction of rolling.

Transverse: longitudinal axis of test piece perpendicular to the principal direction of rolling.

Ch.2 Sec.1 E
105
   Unless otherwise agreed, the test pieces shall be oriented as follows:
Plates and wide flats with a width ³ 600 mm
Tensile test pieces shall be transverse. Impact test pieces shall be longitudinal, except that for extra high strength steel, transverse tests are required.
Flats with a width < 600 mm, bulb flats and other sections
Tensile and impact test pieces shall be longitudinal.
Bars and other similar products
Tensile and impact test pieces shall be longitudinal.


Ch.2 Sec.1 E
106
   The preparation of test pieces and the procedures used for mechanical testing shall comply with the relevant requirements of Sec.6. See also 107 and 108.

Ch.2 Sec.1 E
107
   For impact test pieces, the notch shall be cut in a face of the test piece which was originally perpendicular to a rolled surface.

Ch.2 Sec.1 E
108
   Impact test pieces for plates and sections shall be cut from a position within 2 mm of a rolled surface, except that for plates and sections over 40 mm thick, the axes of the test pieces shall be at one-quarter of the thickness from a rolled surface.

Ch.2 Sec.1
E 200   Tensile testing

Ch.2 Sec.1 E
201
   The dimensions of the tensile test pieces shall be in accordance with Sec.6. Generally and unless otherwise agreed, flat test pieces of full product thickness shall be used. Round test pieces may be used for bars and other similar products. Alternatively for small sizes of bars, and so forth, test pieces may consist of a suitable length of the full cross section of the product.

Ch.2 Sec.1 E
202
   Unless otherwise agreed, for each test unit presented, one tensile test shall be made from one sample product unless the weight of finished material is greater than 50 tonnes, in which case one extra test shall be made from a different sample product from each 50 tonnes or fraction thereof. Additional tests shall be made for every variation of 10 mm in the thickness or diameter of products from the same test unit. For sections, the thickness to be considered is the thickness of the product at the point at which samples are taken for mechanical tests.

Ch.2 Sec.1 E
203
   For extra high strength steels each tensile test shall only represent material from the same heat treatment batch.

Ch.2 Sec.1 E
204
   When no distinct yield is observed during tensile testing, Rp0.2 or Rt0.5 shall be determined.

Ch.2 Sec.1
E 300   Impact testing

Ch.2 Sec.1 E
301
   The impact test pieces shall be of the Charpy V-notch type cut with their longitudinal axes either parallel or transverse to the final direction of rolling of the material. Generally, only longitudinal test pieces need be prepared and tested, except for extra high strength steels and steel grades of improved weldability in which case the pieces shall be taken with their axes transverse to the main rolling direction. However, the steel works shall guarantee that the impact values in both directions satisfy the requirements of this section.

The notch shall be cut in a face of the test pieces which was originally perpendicular to the rolled surface. The position of the notch shall not be nearer than 25 mm to a flame cut or sheared edge.

Ch.2 Sec.1 E
302
   For thicknesses equal to or below 50 mm, the impact test pieces shall be taken not less than 2 mm below the surface. For plate thicknesses exceeding 50 mm, impact test pieces shall be situated so that the distance between the centre-line of the test piece and the plate surface is not less than 1/4 of the plate thickness.

Ch.2 Sec.1 E
303
   Where it is impossible to use a standard impact test piece of 10 mm ´ 10 mm, the largest possible of the following pieces shall be used: 10 mm ´ 7.5 mm or 10 mm ´ 5 mm. The required impact values are then reduced to respectively 5/6 and 2/3 of the required values of the standard test piece.

Ch.2 Sec.1 E
304
   The average energy value from each set of three impact tests and the single values shall comply with the appropriate requirements of Table B4, Table C5, and Table D3 for steel grades of normal weldability. For steel grades of improved weldability, requirements are given in Table B2, Table C2 and Table D2 as appropriate. Further, only one individual value within each set may be below the specified minimum average value, but not lower than 70% of this value.

Ch.2 Sec.1
E 400   Testing of through thickness properties

Scope

Ch.2 Sec.1 E
401
   These requirements are supplementary to A to D and apply to plates and wide flats with thickness 15 mm and over with improved through thickness or 'Z' direction properties, see Fig.2. The use of 'Z' grade steels is recommended for certain types of welded structures where plates are subjected to significant strains in the through thickness direction in order to minimise the possibility of lamellar tearing during fabrication.

Ch.2 Sec.1 E
402
   Provision is made for two quality classes Z25 and Z35 based on specified minimum values for reduction of area in a through thickness tensile test. Quality class Z25 is intended for normal ship applications and Z35 for more severe applica-tions.

raster

Fig. 1   Through thickness tensile testing

Manufacture

Ch.2 Sec.1 E
403
   It is recommended that special steelmaking processes and techniques such as vacuum degassing, sulphide shape control or suitable low sulphur techniques are used.

Chemical composition

Ch.2 Sec.1 E
404
   The steel grades shall be killed and fine grain treated. The maximum sulphur content shall be 0.008% unless alternative methods of improving through thickness properties have been agreed to.

Test material

Ch.2 Sec.1 E
405
   Test material shall be taken close to the longitudinal centreline from one end of each rolled piece representing the test unit, see Fig.3 and Table E1.

Ch.2 Sec.1 E
406
   The test material must be large enough to accommodate the preparation of six test pieces. Three test pieces shall be prepared while the rest of the sample remains for possible retest.

Ch.2 Sec.1 E
407
   Round test pieces shall be prepared in accordance with recognised standards, e.g. EN 10164 and ASTM A770.

raster

Fig. 2   Plate and wide flat sampling position
raster   raster  
raster   raster  
raster   raster  

Fig. 3   Position of test specimen
 

Ch.2 Sec.1 E
Table E1 Test unit (batch) size dependent on product
and sulphur content
 
Product S > 0.005% S £ 0.005% 
Plates  Each piece
(parent plate)  
Maximum 50 t of products of the same heat, thickness and condition of supply  
Wide flats of nominal thickness £ 25 mm  Maximum 10 t of products of the same heat, thickness and condition of supply  Maximum 50 t of products of the same heat, thickness and condition of supply  
Wide flats of nominal thickness
> 25 mm  
Maximum 20 t of products of the same heat, thickness and condition of supply  Maximum 50 t of products of the same heat, thickness and condition of supply 

Mechanical testing

Ch.2 Sec.1 E
408
   The average reduction of area value of three test pieces shall be determined and meet the specified minimum average value given in Table E2. One individual value may be below the specified minimum average value, provided that it is not less than the specified minimum individual value.

Ch.2 Sec.1 E
409
   If the results do not meet the specified requirements, three additional test pieces from the same sample may be tested. The test unit will then be accepted provided that the following conditions are met:
the average value of six test pieces meets the specified minimum average value
not more than two of six individual values are lower than the specified minimum average value
not more than one of six individual values is lower than the specified minimum individual value.


Ch.2 Sec.1 E
410
   Where batch testing is permitted and the conditions for acceptance after retest in 409 are not met, the tested product shall be rejected. The remaining products in the test unit may be resubmitted individually for test and accepted provided satisfactory results.

Ch.2 Sec.1 E
411
   If the fracture of a test piece occurs in the weld or in the heat affected zone the test is regarded as invalid and shall be repeated on a new test piece.

Ch.2 Sec.1 E
Table E2 Reduction of Area Acceptance Values  
Quality class Z25 Z35 
Minimum average  25%  35%  
Minimum individual  15%  25% 

Ultrasonic testing

Ch.2 Sec.1 E
412
   All products shall be submitted to ultrasonic testing in the condition of supply with a probe frequency of 3-5 MHz. Testing shall be performed in accordance with EN 10160 Level S1/E1 or ASTM A578 Level C.


D: Extra High Strength Steel [Table of Contents] Sec.2: Steel Pipes