作者: Samuel J Rosenfeld
DOI:
关键词: Bolted joint 、 Recurrence formula 、 Bearing surface 、 Yield (engineering) 、 Line (geometry) 、 Range (statistics) 、 Engineering 、 Butt joint 、 Structural engineering 、 Ultimate load
摘要: From Introduction: "The present paper contains the development of a recurrence formula for bolt loads simplified case symmetrical butt joint with bolts spaced evenly in line applied load. The method presented herein is based on fundamental relationship which was developed reference 1 between any two successive bolts. also gives results an experimental investigation conducted to substantiate further adequacy elastic theory as well yield additional data critical load and behavior long joints plastic range at ultimate load."