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Andersson, Jörgen
Alternative names
Publications (9 of 9) Show all publications
Andersson, J. & Veljkovic, M. (2011). Design Guide: Dimensionering av ekonomiska och långsiktigt hållbara samverkansbroar med integrerade landfästen. (ed.). Paper presented at .
Open this publication in new window or tab >>Design Guide: Dimensionering av ekonomiska och långsiktigt hållbara samverkansbroar med integrerade landfästen.
2011 (Swedish)Report (Other academic)
Abstract [sv]

Denna dimensioneringshandbok är ett resultat av forskningsprojektet RFS-PR-04120 INTAB “Economic and Durable Design of Composite Bridges with Integreral Abutments” (Feldmann, et al., 2010) och det efterföljande disseminationsprojektet RFS – P2 - 08065 INTAB+ “Economic and Durable Design of Composite Bridges with Integreral Abutments” (Feldmann, et al., 2012), som varit delfinansierat av EU:s forskningsfond ”Research Fund for Coal and Steel” (RFCS) samt Svenska Byggbranschens Utvecklingsfond (SBUF). Inom forskningsprojektet har väsentlig kunskap inhämtats för att skapa möjlighet att öka konkurrenskraften hos samverkansbroar med integrerade landfästen. Denna kunskap har inarbetats i denna dimensioneringshandbok, vars engelska version har presenterats vid ett antal internationella seminarier och workshops.

Publisher
p. 75
Keywords
Civil engineering and architecture - Building engineering, Samverkansbro, Integrerade landfästen, Samhällsbyggnadsteknik och arkitektur - Byggnadsteknik
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-24991 (URN)d554f8b0-099a-4279-aa0b-dc9a8bb61212 (Local ID)d554f8b0-099a-4279-aa0b-dc9a8bb61212 (Archive number)d554f8b0-099a-4279-aa0b-dc9a8bb61212 (OAI)
Note
Godkänd; 2011; 20120511 (joreri)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-06-08Bibliographically approved
Pétursson, H., Collin, P., Andersson, J. & Veljkovic, M. (2011). Monitoring of a swedish integral abutment bridge (ed.). Structural Engineering International, 21(2), 175-180
Open this publication in new window or tab >>Monitoring of a swedish integral abutment bridge
2011 (English)In: Structural Engineering International, ISSN 1016-8664, E-ISSN 1683-0350, Vol. 21, no 2, p. 175-180Article in journal (Refereed) Published
Abstract [en]

One of the most commonly discussed problems regarding bridges with integral abutments is the influence of longitudinal elongation of the superstructure as a result of seasonal temperature variations. A bridge built with integral abutments is often supported by a row of piles made of steel or concrete. The longitudinal elongation of the superstructure induces a displacement and a rotation at the top of the pile, which in turn may cause strains that exceeds the yield strain. Such seasonal variations may lead to low-cyclic fatigue failure in the pile. Therefore, it is of great interest to investigate the amplitude of these strains, as well as the general behaviour of the bridge. In 2005, the European R&D project, INTAB (RFSR-CT-2005-00041, "Economic and Durable Design of Bridges with Integral Abutments, 2005-2008") was started. Within the INTAB project a composite bridge was built and monitored in Northern Sweden.

National Category
Infrastructure Engineering Building Technologies
Research subject
Structural Engineering; Steel Structures
Identifiers
urn:nbn:se:ltu:diva-8653 (URN)10.2749/101686611X12994961034291 (DOI)000303646100008 ()2-s2.0-79956083356 (Scopus ID)72cc1634-4b74-48a2-bff0-df0d4f797fac (Local ID)72cc1634-4b74-48a2-bff0-df0d4f797fac (Archive number)72cc1634-4b74-48a2-bff0-df0d4f797fac (OAI)
Note

Validerad; 2011; 20110601 (andbra)

Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-07-10Bibliographically approved
Eriksen, J. (2009). Bro utan lager vinnare när miljöanalys görs (ed.). Paper presented at . Husbyggaren : bygg, el, VVS, anläggning (2)
Open this publication in new window or tab >>Bro utan lager vinnare när miljöanalys görs
2009 (Swedish)In: Husbyggaren : bygg, el, VVS, anläggning, ISSN 0018-7968, no 2Article in journal (Other (popular science, discussion, etc.)) Published
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-14416 (URN)dc3dcf30-e673-11df-8b36-000ea68e967b (Local ID)dc3dcf30-e673-11df-8b36-000ea68e967b (Archive number)dc3dcf30-e673-11df-8b36-000ea68e967b (OAI)
Note
Godkänd; 2009; 20101102 (ysko)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2017-11-24Bibliographically approved
Elfgren, L., Täljsten, B., Carolin, A. & Eriksen, J. (2009). Guidelines for strengthening of railway bridges (ed.). In: (Ed.), Luís Bragança (Ed.), Proceedings of Workshop: COST Action C25 : Sustainability of Constructions - Integrated Approach to Life-time Structural Engineering: . Paper presented at COST Action C25 Workshop : Sustainability of Constructions - Integrated Approach to Life-time Structural Engineering 23/10/2009 - 24/10/2009 (pp. 141-145).
Open this publication in new window or tab >>Guidelines for strengthening of railway bridges
2009 (English)In: Proceedings of Workshop: COST Action C25 : Sustainability of Constructions - Integrated Approach to Life-time Structural Engineering / [ed] Luís Bragança, 2009, p. 141-145Conference paper, Published paper (Refereed)
Abstract [en]

In the international project "Sustainable Bridges", one of the deliverables is a design guide for strengthening of bridges. This paper gives the reader a first look into this guidelinewhich can be found at the projects website: www.sustainablebridges.net

National Category
Building Technologies Infrastructure Engineering
Research subject
Steel Structures; Structural Engineering
Identifiers
urn:nbn:se:ltu:diva-34379 (URN)88ed6b30-e906-11de-bae5-000ea68e967b (Local ID)978-973-638-428-8 (ISBN)88ed6b30-e906-11de-bae5-000ea68e967b (Archive number)88ed6b30-e906-11de-bae5-000ea68e967b (OAI)
Conference
COST Action C25 Workshop : Sustainability of Constructions - Integrated Approach to Life-time Structural Engineering 23/10/2009 - 24/10/2009
Note
Godkänd; 2009; 20091215 (milan)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-03-20Bibliographically approved
Ditrani, M., Elfgren, L., Eriksen, J., Enochsson, O., Veljkovic, M., Andersson, P. & Eriksson, P. (2009). Improving transportation investment decision through life-cycle cost analysis: case study on some bridges in the north of Sweden (ed.). In: (Ed.), (Ed.), Sustainability of Constructions - Integrated Approach to Life-time Structural Engineering: Proceedings of the Workshop Timişoara, 23-24 October 2009. COST Action C25. Paper presented at COST Action C25 Workshop : Sustainability of Constructions - Integrated Approach to Life-time Structural Engineering 23/10/2009 - 24/10/2009 (pp. 266-275).
Open this publication in new window or tab >>Improving transportation investment decision through life-cycle cost analysis: case study on some bridges in the north of Sweden
Show others...
2009 (English)In: Sustainability of Constructions - Integrated Approach to Life-time Structural Engineering: Proceedings of the Workshop Timişoara, 23-24 October 2009. COST Action C25, 2009, p. 266-275Conference paper, Published paper (Refereed)
Abstract [en]

The scope of this project is to perform Life Cycle Cost Analysis (LCCA) on different types of bridges, in order to learn which is most cost-efficient in a particular situation. A second scope is to study the impact of different cost items on the whole Life Cycle Cost. The work is performed to enable optimal strategic decisions regarding future investments.Beam and Slab Bridges, Slab Bridges and Slab Frame Bridges are analyzed. The bridges are located in the north of Sweden, in the regions of Norrbotten and Västerbotten. All bridges have a total length of around 20 m, which is the most common length in Sweden and in Europe. Furthermore, the analysis includes Timber and Soil-Steel bridges in order to understand the prospects for this types of bridges in Sweden. The analysis does not focus on a particular bridge but, based on information from some Swedish producers, it studies different scenarios.The data collection covers initial investments, maintenance, repair and rehabilitation (MR&R) costs, user and demolition costs.

National Category
Infrastructure Engineering Building Technologies
Research subject
Structural Engineering; Steel Structures
Identifiers
urn:nbn:se:ltu:diva-35583 (URN)a29eb370-e962-11de-bae5-000ea68e967b (Local ID)978-973-638-428-8 (ISBN)a29eb370-e962-11de-bae5-000ea68e967b (Archive number)a29eb370-e962-11de-bae5-000ea68e967b (OAI)
Conference
COST Action C25 Workshop : Sustainability of Constructions - Integrated Approach to Life-time Structural Engineering 23/10/2009 - 24/10/2009
Note
Godkänd; 2009; 20091215 (milan)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-06-08Bibliographically approved
Eriksen, J., Veljkovic, M. & Nilsson, M. (2009). Monitoring of a bridge with integral abutments (ed.). In: (Ed.), (Ed.), Proceedings of Workshop: COST Action C25 : Sustainability of Constructions - Integrated Approach to Life-time Structural Engineering: . Paper presented at COST Action C25 Workshop : Sustainability of Constructions - Integrated Approach to Life-time Structural Engineering 23/10/2009 - 24/10/2009 (pp. 176-183).
Open this publication in new window or tab >>Monitoring of a bridge with integral abutments
2009 (English)In: Proceedings of Workshop: COST Action C25 : Sustainability of Constructions - Integrated Approach to Life-time Structural Engineering, 2009, p. 176-183Conference paper, Published paper (Refereed)
Abstract [en]

Preliminary results obtained from short term test-loading are used to illustrate possibilities of FEM used to calibrate complex interaction characteristics between a pile and soil in a bridge with integral abutments. The measurements are obtained during the winter season on the bridge over Leduån, in Northern Sweden. The bridge is built in 2006 and used for long term monitoring within the international project INTAB supported by RFCS. The main objective of the on-going research project is to propose recommendations for rational analysis and design of bridges with integral abutments.

National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-37945 (URN)c266f6b0-e965-11de-bae5-000ea68e967b (Local ID)978-973-638-428-8 (ISBN)c266f6b0-e965-11de-bae5-000ea68e967b (Archive number)c266f6b0-e965-11de-bae5-000ea68e967b (OAI)
Conference
COST Action C25 Workshop : Sustainability of Constructions - Integrated Approach to Life-time Structural Engineering 23/10/2009 - 24/10/2009
Note
Godkänd; 2009; 20091215 (milan)Available from: 2016-10-03 Created: 2016-10-03 Last updated: 2018-06-08Bibliographically approved
Andersson, J. (2008). Aktivitet: Tillämpning av Eurokod 4 del 2 på en I-balksbro och en lådbalksbro (ed.). Paper presented at Seminarium, Combri+ : Konkurrenskraftiga stål- och samverkansbroar - Dimensioinering enligt Eurocode 16/10/2008 - 16/10/2008. Paper presented at Seminarium, Combri+ : Konkurrenskraftiga stål- och samverkansbroar - Dimensioinering enligt Eurocode 16/10/2008 - 16/10/2008.
Open this publication in new window or tab >>Aktivitet: Tillämpning av Eurokod 4 del 2 på en I-balksbro och en lådbalksbro
2008 (Swedish)Conference paper, Published paper (Other (popular science, discussion, etc.))
Abstract [en]

Emneord: Bridges, Design

Keywords
Samverkansbro, Broar, Dimensionering
Identifiers
urn:nbn:se:ltu:diva-41547 (URN)725b7420-d665-11dd-af49-000ea68e967b (Local ID)725b7420-d665-11dd-af49-000ea68e967b (Archive number)725b7420-d665-11dd-af49-000ea68e967b (OAI)
Conference
Seminarium, Combri+ : Konkurrenskraftiga stål- och samverkansbroar - Dimensioinering enligt Eurocode 16/10/2008 - 16/10/2008
Note
Startdatum: 16/10/2008; Slutdatum: 16/10/2008; Roll: Föreläsare; Typ: Föreläsning / muntligt bidragAvailable from: 2016-10-03 Created: 2016-10-03 Last updated: 2017-11-24Bibliographically approved
Gervasio, H., Eriksen, J., Veljkovic, M. & Silva, L. S. (2008). Comparative analysis of an integral abutment composite bridge and a concrete bridge with expansion joints (ed.). In: (Ed.), Paulo J. S. Cruz (Ed.), Steel bridges : advanced solutions & technologies: 7th International Conference on Steel Bridges ; conference proceedings ; Guimarães, Portugal, 4 - 6 June, 2008 ; [ICSB '08]. Paper presented at International Conference on Steel Bridges : 04/06/2008 - 06/06/2008. Brussels: European Convention for Constructional Steelwork, ECCS
Open this publication in new window or tab >>Comparative analysis of an integral abutment composite bridge and a concrete bridge with expansion joints
2008 (English)In: Steel bridges : advanced solutions & technologies: 7th International Conference on Steel Bridges ; conference proceedings ; Guimarães, Portugal, 4 - 6 June, 2008 ; [ICSB '08] / [ed] Paulo J. S. Cruz, Brussels: European Convention for Constructional Steelwork, ECCS , 2008Conference paper, Published paper (Refereed)
Abstract [en]

Bridge engineers very often face economic restrictions on their designs in addition to technical requirements. Those requirements are related not only to initial construction costs but also the cost to maintain the bridge condition at the level required by the bridge administration. In standard bridge structures, expansion joints are one of the most expensive components to maintain. In this regard, jointless bridges have major advantages. Integral bridges are built without joints, they span from one abutment to the other abutment, possibly over intermediate piers, without any joints in the deck. The absence of joints and bearings results in savings in initial costs and reduce maintenance efforts. Apart from economical benefits, the reduction of maintenance leads to less disturbance of the traffic over the bridge and thus to smaller environmental and social impacts. In this paper a case study is presented with the purpose of making a comparative life cycle analysis between an integral composite bridge and a concrete bridge with expansion joints. The result of this life cycle analysis will enhance the advantages of the former solution in regard of economical and environmental aspects.

Place, publisher, year, edition, pages
Brussels: European Convention for Constructional Steelwork, ECCS, 2008
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-35765 (URN)a6d176e0-d661-11dd-af49-000ea68e967b (Local ID)92-9147-000-88 (ISBN)a6d176e0-d661-11dd-af49-000ea68e967b (Archive number)a6d176e0-d661-11dd-af49-000ea68e967b (OAI)
Conference
International Conference on Steel Bridges : 04/06/2008 - 06/06/2008
Note
Godkänd; 2008; 20081230 (joreri)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-06-08Bibliographically approved
Eriksen, J., Gervasio, H., Rebelo, C., Silva, L. S., Veljkovic, M. & Vesikari, E. (2008). Guidelines to perform life cycle analysis of bridges (ed.). In: (Ed.), (Ed.), Proceedings of Seminar on Sustainability of Constructions - Integrated approach to life-time structural engineering: COST Action C25, Dresden, Germany 6.-7.10.2008. Paper presented at COST Action C25 Seminar on Sustainability of Constructions - Integrated approach to life-time structural engineering : 06/10/2008 - 07/10/2008 (pp. 5.27-5.51).
Open this publication in new window or tab >>Guidelines to perform life cycle analysis of bridges
Show others...
2008 (English)In: Proceedings of Seminar on Sustainability of Constructions - Integrated approach to life-time structural engineering: COST Action C25, Dresden, Germany 6.-7.10.2008, 2008, p. 5.27-5.51Conference paper, Published paper (Other academic)
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-30085 (URN)3cb45650-d667-11dd-af49-000ea68e967b (Local ID)978-3-86780-094-5 (ISBN)3cb45650-d667-11dd-af49-000ea68e967b (Archive number)3cb45650-d667-11dd-af49-000ea68e967b (OAI)
Conference
COST Action C25 Seminar on Sustainability of Constructions - Integrated approach to life-time structural engineering : 06/10/2008 - 07/10/2008
Note
Godkänd; 2008; 20081230 (joreri)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-06-08Bibliographically approved
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