Numerical simulation of experiments on masonry arch bridges

Autor: Molins i Borrell, Climent, Roca Fabregat, Pedro, Farina, Rafael, Arnau Delgado, Oriol

Publikováno v: UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname

The paper describes the numerical simulation of the loading tests up to failure carried out on a short-span, true-scale brick masonry arch bridge. The research was aimed at assessing the capability of different approaches on reproducing the real stru

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::dc945725df7e5fcb4e7fcb0c17beec3c
http://hdl.handle.net/2117/114290

Structural behavior and design criteria for bridge strengthening by tied arch. Comparison with network arch bridges

Autor: Valenzuela, Matías A., Casas Rius, Joan Ramon

Publikováno v: UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname

This study focuses on a new strengthening method of continuous bridges with several spans that present extensive damage in their foundation/piers due to scour and erosion. The method consists on the construction of a new upper steel arch with a netwo

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::b6f428592a5ec0293adcad1bd6cbc86c
https://hdl.handle.net/2117/20483

Detailed numerical simulation of experiments on masonry arch bridges using 3D FE

Autor: Koltsida Spyridoula, Iris

Publikováno v: UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname

Masonry arch bridges which are one of the oldest forms of bridges constitute a big part of the railway and roadway network of Europe. Thus the economical, functional and social value of these structures is of great importance. Moreover, because of th

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::228312be989b8e47dfff20807f7fcbd2
https://hdl.handle.net/2099.1/14431

Detailed numerical stimulation of experiments on masonry arch bridge using 3D FE

Autor: Cai, Yunfan

Publikováno v: UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname

The constructions of masonry arch bridge had been found 4000 years ago and until now they are still adopted in many areas. So it is of great importance to understand the structural behavior of different components in order to preserve them in good se

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::6995883de88c201301ecc44cc769d4ee
http://hdl.handle.net/2099.1/14430

Case study of the effect on foundation of changing an arch bridge to a slab and girder bridge

Autor: Molins i Borrell, Climent|||0000-0001-8292-0473

Publikováno v: Recercat. Dipósit de la Recerca de Catalunya
instname
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)

This paper presents the case study of the effect on the foundation of changing the structural system of a bridge from a plain concrete multi-arch bridge to a slab and girder one. The bridge was built in 1940 over the Cardener river and was designed a

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::1a54514606a85c7ac45f5c69b909bd15
https://hdl.handle.net/2117/10692