© COPYRIGHT 1999 THE ESAB GROUP, INC. LESSON I, PART A
Elong-
ation
Reduction
of Area
Fracture
Yield Strength
Ultimate Strength





Lesson 1
The Basics of Arc Welding
Lesson 2
Common Electric
Arc Welding Processes
Lesson 3
Covered Electrodes for Welding
Mild Steels
Lesson 4
Covered Electrodes for Welding Low Alloy Steels
Lesson 5
Welding Filler Metals for Stainless Steels
Lesson 6
Carbon & Low Alloy
Steel Filler Metals -
GMAW,GTAW,SAW
Lesson 7
Flux Cored Arc Electrodes Carbon Low Alloy Steels
Lesson 8
Hardsurfacing Electrodes
Lesson 9
Estimating & Comparing Weld Metal Costs
Lesson 10
Reliability of Welding Filler Metals
1.6.2 Yield Strength - When a metal is placed in tension, it acts somewhat like a rubberband.  When a load of limited magnitude is applied, the metal stretches, and when the load is released, the metal returns to its original shape.  This is the elastic characteristic of metal and is represented by letter A in Figure 5.  As a greater load is applied, the metal will reach a point where it will no longer return to its original shape but will continue to stretch.  Yield strength is the point where the metal reaches the limit of its elastic character- istic and will no longer return to its original shape. 1.6.3 Ultimate Tensile Strength - Once a metal has exceeded its yield point, it will continue to stretch or deform, and if the load is suddenly released, the metal will not return to its original shape, but will remain in its elongated form.  This is called the plastic region of the metal and is represented by the letter B in Figure 5.  As this plastic deformation in- creases, the metal strains against further elongation, and an increased load must be applied to stretch the metal.  As the load is increased, the metal will finally reach a point where it no longer resists and any fur- ther load applied will rapidly cause the metal to break.  That point at which the metal has withstood or resisted the maximum applied load is its ultimate tensile strength.  This infor- mation is usually recorded in pounds per square inch (psi). 1.6.4 Percentage of Elongation - Before a tensile specimen is placed in the tensile tester, two marks at a measured distance are placed on the opposing ends of the circular shaft.  After the specimen is fractured, the distance between the marks is measured and recorded as a percentage of the original distance.  See Figure 5.  This is the percentage of elongation and it gives an indication of the ductility of the metal at room temperature. 1.6.5 Reduction of Area - A tensile specimen is machined to exact dimensions.  The area of its midpoint cross-section is a known figure.  As the specimen is loaded to the point of fracture, the area where it breaks is reduced in size.  See Figure 5.  This reduced area is calculated and recorded as a percentage of the original cross-sectional area.  This informa- tion reflects the relative ductility or brittleness of the metal. 1.6.6 Charpy Impacts - Metal that is normally strong and ductile at room temperature may become very brittle at much lower temperatures, and thus, is susceptible to fracture if FIGURE 5 STRAIN - INCHES A B C NOMINAL STRESS - STRAIN CURVE

 

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