Wednesday, 13 December 2017

Introduction and Testing of welded specimen



INSPECTION AND TESTING OF WELDED SPECIMEN

 INTRODUCTION :
          To produce quality weld joints, it is necessary to keep an eye on what is being done in three different stages of the welding.
Ø  Before welding such as cleaning, edge preparation, baking of electrode etc. to ensure sound and defect free weld joints.
Ø  During welding various aspects such as manipulation of heat source, selection of input parameters (pressure of oxygen and fuel gas, welding current, arc voltage, welding speed, shielding gases and electrode selection) affecting the heat input and so melting, solidification and cooling rates besides protection of the weld pool from atmospheric contamination.
Ø  After welding steps, if any, such as removal of the slag, peening, post welding treatment.
             Selection of optimal method and parameters of each of above steps and their execution meticulously in different stages of production of a weld joint determine the quality of the weld joint. Inspection is mainly carried out to assess ground realties in respect of progress of the work or how meticulously things are being implemented. 
Testing helps to:
              a) Assess the suitability of the weld joint for a particular application and
               b) To take decision on whether to go ahead (with further processing or accept/reject the same) at any stage of welding and
             c) Quantify the performance parameters related with soundness and performance of weld joints.
 Testing methods of the weld joint are broadly classified as  :
Ø  destructive testing and
Ø  Non-destructive testing.
                  Destructive testing methods damage the test piece to more or less extent. The extent of damage on (destructive) tested specimens sometime can be up to complete fracture (like in tensile or fatigue testing) thus making it un-useable for the intended purpose while in case of non-destructive tested specimen the extent of damage on tested specimen is either none or negligible which does not adversely affect their usability for the intended purpose in anyways.

DESTRUCTIVE TESTING:
There are mainly three types of destructive testing they are :
Ø  Tensile test
Ø  Bending test
Ø  Hardness test

TENSILE TEST :
            
                  Tensile properties of the weld joints namely yield and ultimate strength and ductility (%age elongation, %age reduction in area) can be obtained either in ambient condition or in special environment (low temperature, high temperature, corrosion etc.) depending upon the requirement of the application using tensile test which is usually conducted at constant strain rate (ranging from 0.0001 to 10000 mm/min).
            Tensile properties of the weld joint are obtained in two ways :
       a) Taking specimen from transverse direction of weld joint consisting base metal heat          affected zone-weld metal-heat affected zone-base metal and
       b) All weld metal specimen

Figure : Schematic of tensile specimens from

                                        a) Transverse section of weld joints and b) all weld specimen

BEND TEST :
            Bend test is one of the most important and commonly used destructive tests to determine the ductility and soundness (for the presence porosity, inclusion, penetration and other macro-size internal weld discontinuities) of the weld joint produced using  under one set of welding conditions. Bending of the weld joint can be done from face or root side depending upon the purpose i.e. whether face or root side of the weld is to be assessed. The root side bending shows the lack of penetration and fusion if any at the root. Further, bending can be performed using simple compressive/bending load and die of standard size for free and guided bending respectively . Moreover, free bending can be face or root bending while guided bending is performed by placing the weld joint over the die as needs for bending is better and controlled condition.
            For bend test, the load increased until cracks start to appear on face or root of the weld for face and root bend test respectively and angle of bend at this stage is used as a measured of ductility of weld joints. Higher is bend angle (needed for crack initiation) greater is ductility of the weld. Fracture surface of the joint from the face/root side due to bending reveals the presence of internal weld discontinuities if any

Figure : bending test equipment

HARDNESS TEST :
            All methods of hardness testing are based on the principle of applying the standard load through the indenter (a pointed object) and measuring the penetration in terms of diameter/diagonal/depth of indentation. High penetration of an indenter at a given standard load suggests low hardness.
            Various methods of hardness testing can be compared on the basis of following three criteria as below
       1) Type of indenter,
       2) Magnitude of load and
       3) Measurement of indentation

ROCKWELL HARDNESS TEST :
            
               Stanley P.  Rockwell   invented  the  Rockwell  hardness  test.  He  was  a  metallurgist  for  a large  ball  bearing company  and  he  wanted  a  fast  non-destructive  way  to  determine  if  the  heat  treatment  process  they  were doing on the bearing  races was successful. The only hardness tests he had available at time were Vickers, Brinell and Scleroscope..

Types of the Rockwell Test :
There are two types of Rockwell tests:
1.  Rockwell: the minor load is 10 kgf , the major load is 60, 100, or 150 kgf.
2.  Superficial Rockwell: the minor load is 3 kgf and major loads are 15, 30, or 45 kgf.
In both tests, the indenter may be either a diamond cone or steel ball, depending upon the characteristics of the material being tested.

Figure : Increasing depth of penetration in the Rockwell test

BRINELL HARDNESS TEST :
              
              Dr. J. A. Brinell invented the Brinell test in Sweden in 1900. The oldest of the hardness test methods in common use today, the Brinell test is frequently used to determine the hardness of forgings and castings that have  a  grain  structure  too  course  for  Rockwell  or  Vickers  testing.  Therefore, Brinell  tests  are  frequently done on large parts. By varying the test force and ball size, nearly all metals can be tested using a Brinell test. Brinell values are considered test force independent as long as the ball size/test force relationship is the same.
 Brinell Test methods are defined in the following standards:
Ø  ASTM E10 ; ISO 6506

Brinell Test Method:

    All Brinell tests use a carbide ball indenter. The test procedure is as follows:
Ø  The indenter is pressed into the sample by an accurately controlled test force.
Ø  The force is maintained for a specific dwell time, normally 10 - 15 seconds.
Ø  The  average  of  the  two  diagonals  is  used  in  the  following  formula  to  calculate  the  Brinell hardness.

            The Brinell number, which normally ranges from HB 50 to  HB 750 for metals,  will increase  as  the  sample  gets  harder.  Tables  are  available  to make the calculation simple.

VICKERS TEST :

        The Vickers hardness test is based on the same principle as the Brinell test, except the indenter is a diamond pyramid with square base. The angle between the faces of pyramid is 1360as shown in Figure. The Vickers Hardness Number (VHN) of materials is obtained by dividing the applied force P, in kgf, by the surface of the pyramidal depression yielding the relationship
               

Figure :vicker’s hardness indentation


IMPACT TESTING:

INTRODUCTION :

            A metal may be very hard (and therefore very string and yet be unsuitable for applications in which it is subjected to sudden loads in service. Materials behave quite differently when they are loaded suddenly than when they are loaded more slowly as in tensile testing. Because of this  fact,  impact  test  is  considered  to  be  one  of  the  basic  mechanical  tests  (especially  for ferrous metals).
The term brittle fracture is used to describe rapid propagation of cracks without any excessive plastic deformation at a stress level below the yield stress of the material. Metals that show ductile  behavior  usually  can,  under  certain  circumstances,  behave  in  a  brittle  fashion.  The stress needed to cause yield rises as the temperature falls. At very low temperatures, fracture occurs before yielding

Figure : charpy impact pendulum test

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