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AbstractThis paper presents a new stress concentration factor (SCF) analysis methodology for rotary shouldered connections (RSCs). The proposed method uses finite element analysis (FEA) as a primary tool to explore the maximum peak stress trends in RSCs and calculates SCF to represent the connection performance. The paper provides a thorough discussion on the SCF analysis methodology and its application in evaluating drill string connection designs. The paper also compares peak stress trends and SCF values among various RSC designs to assist in evaluation and selection of connections for drilling, completion and intervention riser applications.