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Rational Structural System for Roadway Slab of Road Bridges
The article presents a rational constructive system of steel-reinforced concrete super-structures of road bridges, which can be used in the design of road and city bridges of plate-girder, cable-stayed and suspension systems. The span structure is a spatial two-component system consisting of metal perforated box-section blocks and an effective lightweight reinforced concrete slab of the roadway, put into operation using a shear bracing system. The article outlines the principles for the formation of these systems based on a new bionic-energy method for optimizing structures. It is based on two criteria that ensure that the structure is given positive qualities, such as strain energy and strain-elastic density. As a result os the operation of the method, the solution for perforated beam with variable hole spacing and their sizes that have a given stress–strain state with minimal material consumption. Also developed an algorithm for creating perforated beam with variable hole spacing and their sizes as for linear structural elements so for curved structural elements. The use of non-waste technology to create a metal perforated shell opens up new perspectives for manufacture of these structures.
Rational Structural System for Roadway Slab of Road Bridges
The article presents a rational constructive system of steel-reinforced concrete super-structures of road bridges, which can be used in the design of road and city bridges of plate-girder, cable-stayed and suspension systems. The span structure is a spatial two-component system consisting of metal perforated box-section blocks and an effective lightweight reinforced concrete slab of the roadway, put into operation using a shear bracing system. The article outlines the principles for the formation of these systems based on a new bionic-energy method for optimizing structures. It is based on two criteria that ensure that the structure is given positive qualities, such as strain energy and strain-elastic density. As a result os the operation of the method, the solution for perforated beam with variable hole spacing and their sizes that have a given stress–strain state with minimal material consumption. Also developed an algorithm for creating perforated beam with variable hole spacing and their sizes as for linear structural elements so for curved structural elements. The use of non-waste technology to create a metal perforated shell opens up new perspectives for manufacture of these structures.
Rational Structural System for Roadway Slab of Road Bridges
Lecture Notes in Civil Engineering
Onyshchenko, Volodymyr (editor) / Mammadova, Gulchohra (editor) / Sivitska, Svitlana (editor) / Gasimov, Akif (editor) / Shmukler, Valery (author) / Krul, Yuriy (author) / Dushin, Vladislav (author) / Aghayev, Asaf (author)
International Conference BUILDING INNOVATIONS ; 2022
Proceedings of the 4th International Conference on Building Innovations ; Chapter: 29 ; 357-366
2023-03-09
10 pages
Article/Chapter (Book)
Electronic Resource
English
Road bridges , Perforated metal box-section blocks , Shear connection system , Lightweight reinforced concrete slab , Bionic-energy optimization method , Strain energy , Strain-elastic density Engineering , Building Construction and Design , Urban Economics , Sustainable Architecture/Green Buildings
Foundation-slab technique post-tensions roadway
Engineering Index Backfile | 1969
|Roadway pavement problems on bridges
Engineering Index Backfile | 1917
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