Shielded metal arc welding process (SMAW) is also known as the stick welding process. This process involves metal coalescence which is produced by the heat from an electric arc that is maintained between the tip of flux-coated, stick electrode and the surface of the base metal being welded. A core wire conducts the electric current from a constant current power supply to the arc and provides most of the filler metal to the joint. Some portion of the arc heat is lost to the electrode by conduction, and some source power is lost as heat. The covering, coating, or flux on an SMAW electrode performs many functions. First, it provides a gaseous shield to protect the molten metal of the weld from the air. This shielding gas is generated by either the decomposition or dissociation of the coating.
The advantage of welding is that it produces joints with very high efficiency. The strength of joints that are welded continuously like full length can easily approach or exceed the strength of the base materials. It is made possible by selecting a joint design that provides greater cross-sectional area than the adjoining joint elements and/or filler that is of higher strength than the base material. Other advantages of welding are that there are processes that can be performed manually, it can be made portable for implementation in the field for erection of large structures on site or for maintenance and repair of such structures and equipment; continuous welds provide fluid tightness.
The single greatest disadvantage of welding is that it precludes disassembly. A disadvantage is that the requirement for heat in producing many welds can disrupt the base material microstructure and degrade properties. And also it requires considerable operator skill.
The significance of welding as a joining process over riveting is the strength of the joint and also the tremendous saving which will result from the fact that there is no loss of strength at the joints welded, while on riveted sections there is loss of strength. In riveting, every riveted joint, must be made from material very much heavier than would be necessary if a joint were made by arc welding between the two pieces of steel, the joint being as strong as the steel, itself. (Ref.7)
In welding, welds require less preparation of the metal, do not reduce the effective cross-section, and take a minimum of space. On the other hand, welds must be made in suitable orientations, and must be carefully inspected by advanced non-destructive means to ensure that they have the necessary strength. Rivets require that holes be made to receive them, which reduces the net cross section, and these holes must be very accurately aligned. Although rivets can be used in any orientation, enough clearance must exist to set them properly. A riveted joint is quickly made, and is easy to inspect. Reliability considerations mandated riveted connections for boilers, and for joining all but low-carbon steel, until relatively recently. Rivet holes are not all bad, however: they are very effective crack-stoppers, while a welded connection can crack completely through. (Ref. 6)
There are common parameters that could vary the quality of the weld. One is the cleanliness of the material to be welded. Because it is necessary remove contaminants or reducing agents that convert oxide or tarnish compounds to the base metals. Heat and pressure vary the quality of the weld. Heating helps by driving off volatile adsorbed layers of gases or moisture or organic contaminants; either breaking down the brittle oxide or tarnish layers through differential thermal expansion or, occasionally, by thermal decomposition, or disrupting the continuity of these layers and lowering the yield strength of the base materials and allowing plastic deformation under pressure to bring more atoms into intimate contact across the interface. Pressure helps welding to take place by disrupting the adsorbed layers of gases or moisture by deformation, fracturing brittle oxide or tarnish layers to expose clean base material atoms, and plastically deforming asperities to increase the number of atoms, and thus the area, in intimate contact.
Fig. 1. Ice water quenched (center)
Fig. 2. Ice water quenched (left)
Fig. 3. Ice water quenched (leftmost)
From the pictures, it can be seen from the center of the weld the microstructure has more martensite than the other areas. As the distance from the weld increases, the martensite present decreases. So the samples have high hardness value from the center and decreases as the distance from the weld increases. In fast cooling rate (quenching), martensite can form in the coarse-grained region, where both cooling rate and the inherent higher hardenability of coarse (versus fine) grains will favor martensite formation.
Fig. 4. Plot showing hardness of metal from the center weld.
In the samples which no heat treatment has been done and ice water quenched, it can be seen in the plot that the closer to the center of the weld, the greater value of hardness. But in the annealed quenched, the hardness and strength of a metal decreases with increasing annealing temperature and time so the hardness and strength continues to decrease as the center of the weld is approached.
Welding today is applied to a wide variety of materials and products. Assembly operations account for a significant percentage of the labor content of manufactured products. A significant percentage of the manufacturing workforce is involved in the application of welding in the course of their manufacturing duties because of the dominance of welding and joining as an assembly process. Workers are employed as welders, cutters, and welding machine operators. Welding is either a specialized skill or an integral part of the operation, in trades like precision assembly, ship fitting or occupations like ironworkers, boilermakers, pipefitters. [Ref. 6]
Industries employ standards and tests in order to investigate the quality and reliability of their welded products. One is uniaxial tensile test which can be transverse or longitudinal. Bend ductility test and impact test are other mechanical test being employed. Corrosion test is also done to improve the resistance of the weld from corrosion. AWS D1.1 Structural Welding Code is used by industries, which spells out the requirements for design, procedures, qualification, fabrication, inspection, and repair. A wide range of projects, repairs, and product forms come under its authority, including pipe, plate, and structural shapes that are subject to either static or cyclical stresses.
Unlike a sequential configuration where two separate weld processes act in succession, hybrid welding may be viewed as a combination of both weld processes acting simultaneously in the same process zone. Depending on the kind of arc or laser process used, and depending on the process parameters, the processes will influence each other to a different extent and in different ways (Refs. 2).
Laser transmission welding is used in thermoplastic for a wide industrial application because of its plastic material composition, part design, processing (molding and welding) conditions. (Refs. 3).
Solidification cracking of the weld was avoided through the addition of filler and welding using a backing strip from the same base metal. Preventing solidification cracking was related mainly to a considerable decrease in the stress concentration at the weld metal center as a result of improving the fusion zone profile. (Refs. 4).
Conclusion
The obtained results gave a correlation between microstructure and hardness of shielded metal arc welded metal of steel. From the center of the weld the microstructure has more martensite than the other areas. As the distance from the weld increases, the martensite present decreases. So the samples have high hardness value from the center and decreases as the distance from the weld increases. In fast cooling rate (quenching), martensite can form in the coarse-grained region, where both cooling rate and the inherent higher hardenability of coarse (versus fine) grains will favor martensite formation.
Appendix
Table 1. No Heat treatment
Source DF SS MS F P
Factor 4 116.00 29.00 3.57 0.047
Error 10 81.33 8.13
Total 14 197.33
S = 2.852 R-Sq = 58.78% R-Sq(adj) = 42.30%
Individual 95% CIs For Mean Based on Pooled StDev
Level N Mean StDev +---------+---------+---------+---------
Far Left 3 23.667 1.155 (--------*--------)
Left 3 29.333 1.528 (--------*---------)
Center 3 31.333 0.577 (--------*---------)
Right 3 28.667 2.517 (---------*--------)
Far Right 3 25.333 5.508 (--------*---------)
+---------+---------+---------+---------
20.0 24.0 28.0 32.0
Pooled StDev = 2.852
Table 2 Ice cold water quenched
Source DF SS MS F P
Factor 4 88.3 22.1 1.63 0.242
Error 10 135.3 13.5
Total 14 223.6
S = 3.679 R-Sq = 39.48% R-Sq(adj) = 15.27%
Individual 95% CIs For Mean Based on
Pooled StDev
Level N Mean StDev --+---------+---------+---------+-------
FL 3 26.667 3.215 (--------*---------)
L 3 23.667 2.082 (--------*---------)
C 3 27.333 6.429 (---------*--------)
R 3 24.667 3.055 (--------*---------)
FR 3 30.667 1.528 (--------*---------)
--+---------+---------+---------+-------
20.0 25.0 30.0 35.0
Pooled StDev = 3.679
Table 3 Annealed
Source DF SS MS F P
Factor 4 44.23 11.06 1.52 0.268
Error 10 72.67 7.27
Total 14 116.90
S = 2.696 R-Sq = 37.84% R-Sq(adj) = 12.97%
Individual 95% CIs For Mean Based on
Pooled StDev
Level N Mean StDev ---+---------+---------+---------+------
FL 3 27.167 2.363 (---------*---------)
L 3 28.500 0.866 (--------*---------)
C 3 23.333 3.055 (---------*---------)
R 3 26.333 3.786 (---------*---------)
FR 3 25.667 2.517 (---------*---------)
---+---------+---------+---------+------
21.0 24.5 28.0 31.5
Pooled StDev = 2.696
Table 4 Ice cold water quenched
Source DF SS MS F P
Factor 4 14.27 3.57 0.93 0.482
Error 10 38.17 3.82
Total 14 52.43
S = 1.954 R-Sq = 27.21% R-Sq(adj) = 0.00%
Individual 95% CIs For Mean Based on
Pooled StDev
Level N Mean StDev ------+---------+---------+---------+---
FL 3 30.000 1.000 (------------*------------)
L 3 27.333 3.512 (------------*-----------)
C 3 29.333 0.577 (------------*-----------)
R 3 27.833 2.255 (-----------*------------)
FR 3 28.333 0.577 (------------*-----------)
------+---------+---------+---------+---
26.0 28.0 30.0 32.0
Pooled StDev = 1.954
References
[1] Messier, R. W., Jr., 1993, Joining of Advanced Materials, Butterworth-Heinemann, Woburn, MA.H.A.
[2] Cui, H. 1991. Study of interaction between arc and focused laser beam and applicability of combined laser-arc technique. Thesis. Technical University Braunschweig.
[3] Optimization of Laser Transmission Welding Process for Thermoplastic Composite Parts using Thermo-Mechanical Simulation. Journal of Composite Materials January 201044: 113-130, first published on September 3, 2009
[4] A. El-Batahgy and M. Kutsuna. Laser Beam Welding of AA5052, AA5083, and AA6061 Aluminum Alloys. Received 10 July 2008; Revised 5 March 2009; Accepted 6 May 2009
[5] “Welding Industry Background”. http://www.weldinginfocenter.org/background/ind_02.html [Accessed: Dec, 2011]
[6] “Rivets” http://mysite.du.edu/~jcalvert/tech/rivets.htm. [Accessed: Dec, 2011]
[7] American Institute of Steel Construction, Manual of Steel Construction, latest edition (New York: AISC, 101 Park Avenue, New York NY 10017). Part 4, Connections.