Designing Crash Barrier Stiffness Transitions from Semi-Rigid Steel to Rigid Concrete Bridge Parapets Under IRC:119 & MoRTH Section 800
An engineering guide for EPC contractors and highway engineers on designing crash barrier stiffness transitions between semi-rigid steel guardrails and rigid concrete bridge parapets under IRC:119 and MoRTH Section 800 (Clause 810) to eliminate vehicle pocketing and snagging.
Read article