Two calculation methods of the flexural rigidity of the annular flange connection
Cai Ke-xia
Abstract
Cai Ke-xia
Abstract
In this paper,the two calculation methods to estimate the flexural rigidity of bolted annular flange connections subjected to external bending moments are presented ,which one is based on Timoshenko's theory ,the other is based on Waters's theory.The first method ,taking account of the dispersiveness of bolt disposion and the rigidity of the flange-shell junction,leads to a flange rigidity near the actual conditions.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
In this paper,the two calculation methods to estimate the flexural rigidity of bolted annular flange connections subjected to external bending moments are presented ,which one is based on Timoshenko's theory ,the other is based on Waters's theory.The first method ,taking account of the dispersiveness of bolt disposion and the rigidity of the flange-shell junction,leads to a flange rigidity near the actual conditions.
Key concepts: Flange, Flexural rigidity, Rigidity (electromagnetism), Structural engineering, Flexural strength, Shell theory, Connection (principal bundle), Materials science