The relationship between the welding joint coefficient, weld geometry, and the proportion of non-destructive testing
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What is the causal relationship among these three? Or rather, when designing, which one is determined first? I’m just starting out in the container industry; I hope you can offer some guidance!
I’m not from the design industry; one should first determine the type of weld joint, and then decide on the welding joint coefficient. It’s best to choose the inspection methods and proportions based on the requirements. I’m not sure if this is correct.