Special stress characteristics of bridge fasteners in the expansion and contraction zone at the beam end

Apr 13, 2026 Leave a message

Special stress characteristics of bridge fasteners in the expansion and contraction zone at the beam end

 

Q1: Why do fasteners in bridge expansion zones loosen more easily?

A1: Girder expansion causes relative slip between rail and fasteners. Combined vibration and displacement rapidly reduce bolt torque and clip clamping force.

 

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Q2: What special effects do girder end displacements have on clip stress?

A2: Longitudinal displacement imposes additional longitudinal force on clips, changing stress from pure bending to combined bending-torsion, worsening fatigue life.

 

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Q3: Why are stronger locking measures needed for expansion zone fasteners?

A3: Frequent relative movement highly likely causes loosening. Lock nuts and self-locking washers are necessary to maintain long-term torque stability.

 

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Q4: What is the difference between bridge and subgrade fastener selection?

A4: Bridge fasteners generally require higher longitudinal resistance, better displacement adaptability, and stronger anti-loosening performance.

 

Q5: How to reduce damage to fasteners from girder end expansion?

A5: Properly install expansion regulators; optimize fastener stiffness; strengthen torque retightening; adopt special fastener systems adaptable to relative displacement.