Will the tensile strength of weld specimens(pipe) when machined to and tested in accordance with both AWS B4.0 and ASME Section IX vary significantly ? Will the maximum load be affected by the size of the reduce area for both AWS B4.0 and ASME Section IX (pipe) during the tensile test?
Will the tensile strength of weld specimens(pipe) when machined to and tested in accordance with both AWS B4.0 and ASME Section IX vary significantly ? Will the maximum load be affected by the size of the reduce area for both AWS B4.0 and ASME Section IX (pipe) during the tensile test?
Will the tensile strength of weld specimens(pipe) when machined to and tested in accordance with both AWS B4.0 and ASME Section IX vary significantly ? Will the maximum load be affected by the size of the reduce area for both AWS B4.0 and ASME Section IX (pipe) during the tensile test?