I hate to admit it, but some dental work does weaken the structural integrity of your teeth. Even simple fillings (especially the older silver amalgam ones) may, over time leave you more susceptible to cracked teeth.
Have you ever run cold water into a glass vessel that just had a hot liquid in it? You may have seen it crack or even shatter. Your teeth, as hard as they are, work the same way. If you have a hot drink, followed by and iced one, the extremes of temperature cause the surface to expand and then contract in rapid succession, and that may result in your tooth cracking.
An Arc Strike is a discontinuity resulting from an arc, consisting of any localized remelted metal, heat affected metal, or change in the surface profile of any metal object.Arc Strikes result in localized base metal heating and very rapid cooling. When located outside the intended weld area, they may result on hardening or localized cracking, and may serve as potential sites for initiating fracture. In Statically Loaded Structures, arc strikes need not be removed, unless such removal is required in contract documents. However, in Cyclically Loaded Structures, arc strikes may result in stress concentrations that would be detrimental to the serviceability of such structures and should be ground smooth and visually inspected for cracks.
Cold cracking which also known as delayed cracking, Hydrogen Assisted Cracking (HAC) or Hydrogen Induced Cracking (HIC) is type of defect that often develop after solidification of the weld, when the temperature starts to drop from about 190 °C (375 °F) but the phenomenon often arises at room temperature, and even more, and it can take up to 24 hours after complete cooling. That is why some code require testing on welding work object 48 hours after the welding process. This type of crack usually observed in HAZ especially for carbon steel which has limited hardenability. However, for other alloy steel with high degree of hardenability, cold cracking could occurs in both weld metal and HAZ. Also this crack mechanism could propagate both between grains and through grains. Factors that can contribute to the occurrence of cold crack are:
Residual tensile stress could cause crack to propagate without any applied stress. To counter this, preheating of base metal could reduce the different thermal expansion coefficient which will affected cooling rate of weld metal. The utilizing of low yield streng filler metal also preferable to combat this, because the magnitude of residual stresses can be equal to σyield of the metal. Therefore, the use of austenitic stainless steel or nickel base filler could be considered due to its ductile nature. Also, Post Weld Heat Treatment (PWHT) will release any residual stresses on weld joint.
Hardness is correlated with brittleness of material. To reduce excessive hardness, preheat and pwht method can be applied to working object. The hardness value that has lower cracking tendency is below 350 VHN
Cold cracking in steels and is associated with the formation of martensite as the weld cools. Martensite has a very low solubility of hydrogen which can make it trapped inside solid. Slower cooling rates during welding process is preferable to avoid martensite structure to form. In addition, slow cooling rate means longer time at an elevated temperature, which allows more hydrogen to escape". Slower cooling rate is achieved by using high heat input and maintain it during welding process.
Alloy composition of base metal also has important role to determine the likelihood for cold crack to occur which relates to hardenability of materials. With high cooling rates, the risk of forming a hard brittle structure in the weld metal and HAZ is more possible. The hardenability of a material is usually expressed in terms of its carbon content or, when other elements are taken into account, its carbon equivalent (CE) value.
Then, depending on their carbon content with additional element resulting in carbon equivalent index, steels can be classified into three zones from the standpoint of their cold cracking behavior as shown in Graville diagram.
Zone II includes most carbon steels with a carbon content above 0.10%. Steels of this zone is can be prone to cold crack. Then it is preferable to use low hydrogen filler and slow the cooling rate during welding process.
Hat cracks get their name from the shape of the cross-section of the weld, because the weld flares out at the face of the weld. The crack starts at the fusion line and extends up through the weld. They are usually caused by too much voltage or not enough speed.
Hot cracking, also known as solidification cracking, can occur with all metals, and happens in the fusion zone of a weld. To diminish the probability of this type of cracking, excess material restraint should be avoided, and a proper filler material should be utilized. Other causes include too high welding current, poor joint design that does not diffuse heat, impurities (such as sulfur and phosphorus), preheating, speed is too fast, and long arcs.
An underbead crack, also known as a heat-affected zone (HAZ) crack, is a crack that forms a short distance away from the fusion line; it occurs in low alloy and high alloy steel. The exact causes of this type of crack are not completely understood, but it is known that dissolved hydrogen must be present. The other factor that affects this type of crack is internal stresses resulting from: unequal contraction between the base metal and the weld metal, restraint of the base metal, stresses from the formation of martensite, and stresses from the precipitation of hydrogen out of the metal.
Longitudinal cracks run along the length of a weld bead. There are three types: check cracks, root cracks, and full centerline cracks. Check cracks are visible from the surface and extend partially into the weld. They are usually caused by high shrinkage stresses, especially on final passes, or by a hot cracking mechanism. Root cracks start at the root and extent part way into the weld. They are the most common type of longitudinal crack because of the small size of the first weld bead. If this type of crack is not addressed then it will usually propagate into subsequent weld passes, which is how full cracks (a crack from the root to the surface) usually form.
Reheat cracking is a type of cracking that occurs in HSLA steels, particularly chromium, molybdenum and vanadium steels, during postheating. The phenomenon has also been observed in austenitic stainless steels. It is caused by the poor creep ductility of the heat affected zone. Any existing defects or notches aggravate crack formation. Things that help prevent reheat cracking include heat treating first with a low temperature soak and then with a rapid heating to high temperatures, grinding or peening the weld toes, and using a two layer welding technique to refine the HAZ grain structure.
A root crack is the crack formed by the short bead at the root(of edge preparation) beginning of the welding, low current at the beginning and due to improper filler material used for welding. The major reason for these types of cracks is hydrogen embrittlement. These types of defects can be eliminated using high current at the starting and proper filler material. Toe crack occurs due to moisture content present in the welded area, it is a part of the surface crack so can be easily detected. Preheating and proper joint formation is a must for eliminating these types of defects.
Transverse cracks are perpendicular to the direction of the weld. These are generally the result of longitudinal shrinkage stresses acting on weld metal of low ductility. Crater cracks occur in the crater when the welding arc is terminated prematurely. Crater cracks are normally shallow, hot cracks usually forming single or star cracks. These cracks usually start at a crater pipe and extend longitudinal in the crater. However, they may propagate into longitudinal weld cracks in the rest of the weld.
Lack of fusion is the poor adhesion of the weld bead to the base metal; incomplete penetration is a weld bead that does not start at the root of the weld groove. Incomplete penetration forms channels and crevices in the root of the weld which can cause serious issues in pipes because corrosive substances can settle in these areas. These types of defects occur when the welding procedures are not adhered to; possible causes include the current setting, arc length, electrode angle, and electrode manipulation. Defects can be varied and classified as critical or non critical. Porosity (bubbles) in the weld are usually acceptable to a certain degree. Slag inclusions, undercut, and cracks are usually unacceptable. Some porosity, cracks, and slag inclusions are visible and may not need further inspection to require their removal. Small defects such as these can be verified by Liquid Penetrant Testing (Dye check). Slag inclusions and cracks just below the surface can be discovered by Magnetic Particle Inspection. Deeper defects can be detected using the Radiographic (X-rays) and/or Ultrasound (sound waves) testing techniques.
Undercutting is when the weld reduces the cross-sectional thickness of the base metal and which reduces the strength of the weld and workpieces. One reason for this type of defect is excessive current, causing the edges of the joint to melt and drain into the weld; this leaves a drain-like impression along the length of the weld. Another reason is if a poor technique is used that does not deposit enough filler metal along the edges of the weld. A third reason is using an incorrect filler metal, because it will create greater temperature gradients between the center of the weld and the edges. Other causes include too small of an electrode angle, a dampened electrode, excessive arc length, and slow speed.
One of the most common questions received on ConcreteNetwork.Com is about cracks that are developing in newly poured concrete. The homeowner will question why it is cracking and did they receive a shoddy job. 2b1af7f3a8