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Recent content by roberthathaway

  1. roberthathaway

    Failure Rectangular HSS Tube Resistance Weld

    We use a 5/16" thick 110 ksi min. yield hss material formed into a rectangle and resistance welded to form a frame rail. A pair of these tubes combined with cross members makes up a chassis. We are experiencing localized fracture in the throat of the weld initiating at the weld crown. Starts...
  2. roberthathaway

    10V45 Exterior Threaded Fastener Failure

    We have run into an interesting failure with this thread that is at the end of a small hydraulic cylinder. 90% of the failure is brittle cleavage, however 10% at thread root initiation is dimple rupture. We believe that the cyclinder experience impact loading, but why would it initiate through...
  3. roberthathaway

    HRPO - Hot Rolled Pickled and Oiled HSLA Steel

    I have always been under the assumption that HRPO defined a hot rolled product whose surface was completely free of mill scale in preparation for painting. We have been discovering that internationally this may not be the case. We received some Domex that was reportedly HRPO and it was dry...
  4. roberthathaway

    Bolting Finish Painted Parts

    What is the mechanism that limits the coating thickness to 0.012". Interested in understanding so we maintain clamp load with grade 8 fasteners.
  5. roberthathaway

    Bolting Finish Painted Parts

    Retention of clamp load for a structural application under low cycle high loading fatigue.
  6. roberthathaway

    Bolting Finish Painted Parts

    What is the industry rule of thumb for assembly of painted parts. Is prime to prime acceptable, e-coat to e-coat, what about prime and topcoat to prime and topcoat. And does anyone one have an opinion on Chemical Agent Resistant Coatings used in military applications. Is it acceptable to bolt...
  7. roberthathaway

    AWS D1.2 versus 12472301

    Can someone explain the differences between AWS D1.2 and the Ground Combat Vehicle Welding Code - Aluminum 12472301?
  8. roberthathaway

    AWS D1.1 versus 12479550

    Can someone summarize the differences between the AWS D1.1 weld code and the Ground Combat Vehicle Welding Code - Steel 12479550?

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