COMPOSITE REINFORCED CONCRETE BRIDGE GIRDERS FOR POST-CONFLICT RECONSTRUCTION OF THE DESTROYED TRANSPORT INFRASTRUCTURE
نویسندگان
چکیده
Purpose. The purpose of this work is to analyze the existing composite reinforced concrete girder structures bridges, determine their advantages and disadvantages, study stress changes in elements structure its deflections caused by coupling metal beams roadway, possibility using these post-conflict reconstruction. Methodology. Examination data covered literature. Studying experience design construction bridges our country abroad. Construction calculation model, loading, change thickness a plate, analysis results. Findings. result collected on disadvantages under railway, impact vertical joint slab, such girders for fast resumption train traffic. Originality. It lies that rapid high-quality restoration destroyed transport infrastructure, including railways, it proposed use long-term storage (mobilization reserve), which are made standard projects middle last century, combined with slab included work, thereby obtaining structures. This will allow rational available reserve materials, high recovery rates reliable Practical value. Based obtained data, possible conclude method combining stored slabs carriageway increases load-bearing capacity structures, so can ensure effective war-torn railway short time.
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ژورنال
عنوان ژورنال: Mosti ta tunelì: teorìâ, doslìdžennâ, praktika
سال: 2021
ISSN: ['2227-1252', '2413-6212']
DOI: https://doi.org/10.15802/bttrp2021/233872