Manufacturing of fiber-reinforced concrete bridge arches

Autor: M. R. Nakhaev

Publikováno v: Вестник Дагестанского государственного технического университета: Технические науки, Vol 48, Iss 3, Pp 99-105 (2021)

Objective. A new method of manufacturing arches for a fiber-reinforced concrete bridge in the form of an analogue of permanent formwork is considered. Within the framework of this work, research results have been obtained that confirm the effectivene

Externí odkaz: https://doaj.org/article/1dc14dfb41be49b29da7254716aa33c0

Investigation of the static and dynamic behavior of the historic Bursa Geçit bridge with different arc types

Autor: Çinko, Öner

Bu çalışmada, basık, dairesel ve sivri kemer formlarından oluşan tarihi taş köprülerin statik ve dinamik yükler altındaki davranışları incelenmiştir. Yöntem olarak Bursa'da bulunan Tarihi Geçit Köprüsü'nün geometrisi ve malzeme �

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______9458::e45b4373715943f578e2059f7ad80d93
http://hdl.handle.net/11452/30768

Lumped damage mechanics as a diagnosis tool of reinforced concrete structures in service: case studies of a former bridge arch and a balcony slab

Autor: David Leonardo Nascimento de Figueiredo Amorim, Camila Vieira, Rafael Cunha

Publikováno v: Frattura ed Integrità Strutturale; Vol. 15 No. 58 (2021): October 2021; 21-32
Frattura ed Integrità Strutturale; V. 15 N. 58 (2021): October 2021; 21-32
Frattura ed Integrità Strutturale, Vol 15, Iss 58, Pp 21-32 (2021)

Reinforced concrete structures may need repair in order to ensure the designed durability. The assessment of the structural condition usually is made in loco, but sometimes numerical analyses are required as a low cost and effective preliminary diagn

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ccfd315d2ed77b1de873bb29dd7767e4
https://www.fracturae.com/index.php/fis/article/view/3086

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Serviceability of segmental concrete arch-frame bridges built by cantilevering

Autor: Michele Fabio Granata, Marcello Arici

The evaluation of the safety degree in service life for a segmental prestressed concrete bridge built by the cantilever method presents different aspects related to strength, deformability, durability and to effects of time-dependent phenomena as cre

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::88e15f14f1785444b9ff692ce7f39eb4
http://hdl.handle.net/10447/101194