Exact(3)
A filler beam railway bridge was selected as case study and random variables were identified.
As a case study the safety of a short span filler beam railway bridge crossed by a TGV double train is assessed.
A finite element (FE) model of a one-span simply supported beam railway bridge was developed in ABAQUS®, considering both single damage case and multi-damage case.
Similar(57)
As the crosstie beam in railway track systems, the prestressed concrete sleepers (or railroad ties) are principally designed in order to carry wheel loads from the rails to the ground.
A walkway made of reclaimed railway beams leads to an antique French oak front door.
The dynamic transverse response of beam type bridges under railway traffic is addressed in this contribution.
Nordborg [10] also used a periodically supported Euler beam to represent a railway track subject to a moving load.
Thirdly, the suitability of the beam for a composite railway sleeper is evaluated and compared with existing timber and composite sleepers.
The behavior of double-angle stringer-to-floor-beam connections in riveted railway bridges is examined using finite element analysis.
Stringer-to-floor-beam connections in riveted railway bridges have in many cases shown to be critical details with respect to fatigue.
There is an increase in the use of steel reinforced concrete (SRC) beams in high-speed railway platforms and bridges that are subjected to fatigue loading.
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