Welding in cold temperatures poses two critical challenges. First, the brutal conditions welders must endure and second, the performance of steel structures in cold temperatures. Many times we forget about the former by focusing too much on the latter. If you ever get a chance to talk to welders that have welded in both extreme […]
In today’s article we’ll be discussing a critical aspect of welding which is crucial in ensuring the safety and long useful life of structures. When engineers conduct a fitness for service analysis of structures they are looking for flaws. These flaws may be cracks, loose bolts, deformations, rust damage (thinning of structural members) and other […]
There are four types of loading experienced by welds and welded structures. These types of loading are a function of the strain rate (the rate at which deformation occurs in a material due to an applied load) and the number of loading cycles experienced by the welded member. The 4 types of loading are: Static […]
Weld failures happen all the time. Some are more serious than others in terms of cost and potential for property damage and bodily harm. If a weld failure is considered serious it typically gets a lot of attention. Forensics labs and industry experts get called to determine the root cause of the failure. It may […]
If you own, run or work at a welding facility you have undoubtfully had to troubleshoot bad welds. Troubleshooting is necessary in order to solve problems, but if you do not have a clear methodology or process for troubleshooting it can be a huge source of downtime. To properly troubleshoot bad welds, we must have […]
A question we often ask of our customer is “how to do you determine the minimum level of quality for your welded product and how do you verify you are reaching or exceeding that quality level?” Responses included comments such as: We just weld and know our welds will hold because we know our trade […]
The following is an exerpt from: TROUBLESHOOTING FOR NON-WELDING ENGINEERS There is nothing wrong with concave welds so long as they attain the desired throat dimension. AWS D1.1/D1.1M:2020 Structural Welding Code (Steel) states that “there is no restriction on concavity as long as minimum weld size (considering both leg and throat) is achieved.” Concave welds […]
Stress relieving is a form of post weld heat treatment. In stress relieving we heat a material to a specific temperature; hold it at this temperature for a specified amount of time in order to reduce or eliminate residual stresses; and then cool it at a slow enough rate to prevent these stresses from redeveloping. […]
Designing for fatigue is very different than designing for static loads. One of the biggest challenges is being able to estimate the loads, timing of the loads and duration of the loads. If you look at a bridge you have to estimate the number of vehicles going on the bridge every day, the weight of […]
The majority of industrial equipment and welded structural components are subjected to repeated fluctuating loads. These loads are typically of magnitudes that are within the elastic region of the material and well below its yield strength. This means that any deformation of the structure caused by the applied stress will then return to its normal […]
