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Möller, Mikael
Publications (10 of 16) Show all publications
Hällmark, R., Collin, P. & Möller, M. (2017). Testing of coiled spring pins as shear connectors. In: IABSE Symposium, Vancouver, 2017: Engineering the Future. Paper presented at 39th IABSE Symposium, Engineering the Future, Vancouver, Canada, Sept 21-23, 2017 (pp. 1209-1216). Zürich, Switzerland: IABSE - International Association for Bridges and Structural Engineering
Open this publication in new window or tab >>Testing of coiled spring pins as shear connectors
2017 (English)In: IABSE Symposium, Vancouver, 2017: Engineering the Future, Zürich, Switzerland: IABSE - International Association for Bridges and Structural Engineering , 2017, p. 1209-1216Conference paper, Published paper (Refereed)
Abstract [en]

A few decades ago, steel-concrete composite bridges were quite rare structures, whereas steel girder bridges with non-composite concrete decks were rather common. For the latter type of structure, composite action can be obtained long after the bridges were constructed by post installation of shear connectors. Most installation procedures involve reconstruction of pavement and concrete deck, which will result in traffic disturbance. There are however some types of shear connectors that can be installed from underneath, connecting the top flanges to the concrete deck, without affecting the upper surface. This means that the bridge can be strengthened during traffic. One type of such a shear connector is the coiled spring pin, which is an interference fit connector. This paper presents the results from push-out tests conducted in order to find the static capacity and the load-slip behaviour of coiled spring pins used as shear connectors.

Place, publisher, year, edition, pages
Zürich, Switzerland: IABSE - International Association for Bridges and Structural Engineering, 2017
National Category
Infrastructure Engineering Building Technologies
Research subject
Structural Engineering; Steel Structures
Identifiers
urn:nbn:se:ltu:diva-66146 (URN)2-s2.0-85050026942 (Scopus ID)978-3-85748-153-6 (ISBN)
Conference
39th IABSE Symposium, Engineering the Future, Vancouver, Canada, Sept 21-23, 2017
Available from: 2017-10-16 Created: 2017-10-16 Last updated: 2018-08-08Bibliographically approved
Gustafsson, A. & Möller, M. (2015). Experimental and Numerical Investigation of Ratcheting in Pressurized Equipment (ed.). Paper presented at Conference on Pressure Vessel Technology : 23/09/2015 - 26/09/2015. Procedia Engineering, 130, 1233-1245
Open this publication in new window or tab >>Experimental and Numerical Investigation of Ratcheting in Pressurized Equipment
2015 (English)In: Procedia Engineering, ISSN 1877-7058, E-ISSN 1877-7058, Vol. 130, p. 1233-1245Article in journal (Refereed) Published
Abstract [en]

part of a project within the Swedish nuclear industry with the objective to investigate the performance of different constitutive models in ratchet simulation, an extensive experimental program has been conducted on pressurized tube specimens. In total 30 test specimens made of two different materials, 316L and P235, have been manufactured and tested. In order to determine material properties, monotonic tensile load and internal pressure experiments have been performed. The remaining test specimens have been used for ratcheting experiments. The experimental results show ratcheting in the hoop direction when the tube is subjected to certain combinations of internal pressure and cyclic axial strains. The higher the pressure is and the larger the strain ranges are, the higher the ratcheting response becomes. Measured ratcheting strains are compared to numerical simulations using different constitutive models. In this paper the interrelated models of Prager, Armstrong-Frederick and Chaboche are investigated. In addition to these, the Besseling model is investigated. Based on the result from this investigation, recommendations on how to conduct ratcheting simulation of pressurized equipment subjected to cyclic secondary loading are presented

National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-35886 (URN)10.1016/j.proeng.2015.12.202 (DOI)000370818500123 ()2-s2.0-84964055245 (Scopus ID)a9aef637-a7e9-4acf-b34d-c9cf24452c51 (Local ID)a9aef637-a7e9-4acf-b34d-c9cf24452c51 (Archive number)a9aef637-a7e9-4acf-b34d-c9cf24452c51 (OAI)
Conference
Conference on Pressure Vessel Technology : 23/09/2015 - 26/09/2015
Note
Validerad; 2016; Nivå 1; 20151223 (andbra); Konferensartikel i tidskriftAvailable from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-07-10Bibliographically approved
Noury, P., Pavlovic, M., Möller, M. & Veljkovic, M. (2014). Assessment of environmental influence on fatigue crack growth in an Electron Beam (EB) welded flange connection (ed.). Paper presented at EERA DeepWind'2014 Deep Sea Offshore Wind R&D Conference, Trondheim, Norway : 22/01/2014 - 24/01/2014. Paper presented at EERA DeepWind'2014 Deep Sea Offshore Wind R&D Conference, Trondheim, Norway : 22/01/2014 - 24/01/2014.
Open this publication in new window or tab >>Assessment of environmental influence on fatigue crack growth in an Electron Beam (EB) welded flange connection
2014 (English)Conference paper, Poster (with or without abstract) (Refereed)
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-34557 (URN)8c7a4e02-3c4e-4d70-b8bd-56019c6640af (Local ID)8c7a4e02-3c4e-4d70-b8bd-56019c6640af (Archive number)8c7a4e02-3c4e-4d70-b8bd-56019c6640af (OAI)
Conference
EERA DeepWind'2014 Deep Sea Offshore Wind R&D Conference, Trondheim, Norway : 22/01/2014 - 24/01/2014
Note
Godkänd; 2014; 20140219 (andbra)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-06-08Bibliographically approved
Möller, M., Hallin, L. & Veljkovic, M. (2014). Limit Analysis Interaction Formulae for Thin-Walled and Moderately Thick-Walled Pipes Subjected to Pressure and Pipe Bending (ed.). In: (Ed.), S. Krishnamurthy (Ed.), ASME 2013 Pressure Vessels and Piping Conference: July 14-18, 2013, Paris, France. Paper presented at ASME 2013 Pressure Vessels and Piping Conference : 14/07/2013 - 18/07/2013. New York: American Society of Mechanical Engineers, 3: Design and analysis, Article ID V003T03A077.
Open this publication in new window or tab >>Limit Analysis Interaction Formulae for Thin-Walled and Moderately Thick-Walled Pipes Subjected to Pressure and Pipe Bending
2014 (English)In: ASME 2013 Pressure Vessels and Piping Conference: July 14-18, 2013, Paris, France / [ed] S. Krishnamurthy, New York: American Society of Mechanical Engineers , 2014, Vol. 3: Design and analysis, article id V003T03A077Conference paper, Published paper (Refereed)
Abstract [en]

The primary stress pipe equations in the ASME code, subsection III, Ref. [1], and similar codes add stress contributions from pressure and bending and impose a limit on this sum, while a limit on the pressure hoop stress is imposed separately. The equations constitute interaction formulae for the resistance of the pipe cross-section to the combined action of pressure and bending, similar to the limits on primary membrane and primary membrane plus primary bending stress for a rectangular section. For the latter, an analytical limit load solution is found e.g. in Ref. [2]. In this paper, closed-form limit analysis collapse interaction formulas are derived by means of limit analysis for thin-walled as well as moderately thick-walled straight pipes subjected to internal pressure and pipe bending. The analytical solutions are confirmed by means of non-linear finite element analysis. Moreover, the resistance to combined loading as predicted from the derived interaction formulas is compared to the resistance according to the ASME code primary stress pipe equations and the deviations are elaborated.

Place, publisher, year, edition, pages
New York: American Society of Mechanical Engineers, 2014
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-35071 (URN)10.1115/PVP2013-97946 (DOI)2-s2.0-84894677491 (Scopus ID)974b0dc7-eea5-4ffc-a20c-bb65893f5a23 (Local ID)978-0-7918-5567-6 (ISBN)974b0dc7-eea5-4ffc-a20c-bb65893f5a23 (Archive number)974b0dc7-eea5-4ffc-a20c-bb65893f5a23 (OAI)
Conference
ASME 2013 Pressure Vessels and Piping Conference : 14/07/2013 - 18/07/2013
Note

Validerad; 2016; Nivå 1; 20140130 (milan)

Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-07-10Bibliographically approved
Pétursson, H., Möller, M. & Collin, P. (2013). Low-cycle fatigue strength of steel piles under bending (ed.). Paper presented at . Structural Engineering International, 23(3), 278-284
Open this publication in new window or tab >>Low-cycle fatigue strength of steel piles under bending
2013 (English)In: Structural Engineering International, ISSN 1016-8664, E-ISSN 1683-0350, Vol. 23, no 3, p. 278-284Article in journal (Refereed) Published
Abstract [en]

Clamped abutment piles for integral abutment bridges experience both a compressive normal force and bending load cycles stemming from daily and yearly temperature variations. This paper describes experiments using full-scale models of clamped piles to demonstrate that a steel pipe pile can accommodate large inelastic deformations under strains six times greater than the yield strain for several hundred load cycles. This indicates that by permitting pile strains in excess of the yield strain (which is not permissible under most current design codes), integral abutment bridges could be erected with spans of up to 500 m and a projected service life of 120 years. The tests were carried out as a step towards the development of design rules for determining the capacity of piles for integral abutment bridges.

National Category
Building Technologies Infrastructure Engineering
Research subject
Steel Structures; Structural Engineering
Identifiers
urn:nbn:se:ltu:diva-3214 (URN)10.2749/101686613X13439149156750 (DOI)000322428000004 ()2-s2.0-84896053429 (Scopus ID)1037b2f8-f20d-495a-beef-e96b0e2a9858 (Local ID)1037b2f8-f20d-495a-beef-e96b0e2a9858 (Archive number)1037b2f8-f20d-495a-beef-e96b0e2a9858 (OAI)
Note
Validerad; 2013; 20130905 (ysko)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-07-10Bibliographically approved
Hällmark, R., Collin, P. & Möller, M. (2013). The behaviour of a prefabricated composite bridge with dry deck joints (ed.). Paper presented at . Structural Engineering International, 23(1), 47-54
Open this publication in new window or tab >>The behaviour of a prefabricated composite bridge with dry deck joints
2013 (English)In: Structural Engineering International, ISSN 1016-8664, E-ISSN 1683-0350, Vol. 23, no 1, p. 47-54Article in journal (Refereed) Published
Abstract [en]

This paper describes the monitoring of a one-span composite bridge in northern Sweden. The bridge was built in 2000, with prefabricated deck elements connected to steel girders, and the back walls as well as the piers were also prefabricated. The monitoring was required to clarify the doubts regarding whether a bridge with dry deck joints can be expected to perform as a conventional composite bridge, with in situ cast deck and sections with sagging moments. To get a better understanding of the long-term structural behaviour, the bridge was monitored both during 2001 and 2011, instrumented with equipment measuring the deflections and strains in the steel cross section. The bridge was loaded with a truck in midspan having a total weight of 25 t. When the truck was centred between the girders, the results showed a symmetric behaviour, with respect to deflections and stresses. For the case with the truck stationed right above one of the steel girders, anti-symmetric behaviour was observed and studied by means of finite element calculations, taking into account the stiffness of the composite section as well as the end screens and the earth pressure below them.

National Category
Infrastructure Engineering Building Technologies
Research subject
Structural Engineering; Steel Structures
Identifiers
urn:nbn:se:ltu:diva-13938 (URN)10.2749/101686613X13439149157632 (DOI)000314382200011 ()2-s2.0-84874087272 (Scopus ID)d4157205-d9ad-453e-ac39-e0b0582dbafa (Local ID)d4157205-d9ad-453e-ac39-e0b0582dbafa (Archive number)d4157205-d9ad-453e-ac39-e0b0582dbafa (OAI)
Note
Validerad; 2013; 20130302 (petcol)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-09-18Bibliographically approved
Collin, P. & Möller, M. (2010). Shear buckling resistance of non-uniform thickness bridge girder webs (ed.). In: (Ed.), Anton Steffen (Ed.), Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas: IABSE symposium, Venice 2010 ; [34th International Symposium on Bridge and Structural Engineering, Venice, Italy, September 22 - 24, 2010]. Paper presented at International Symposium on Bridge and Structural Engineering : 22/09/2010 - 24/09/2010 (pp. 41-47). Zürich: International Association for Bridge and Structural Engineering
Open this publication in new window or tab >>Shear buckling resistance of non-uniform thickness bridge girder webs
2010 (English)In: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas: IABSE symposium, Venice 2010 ; [34th International Symposium on Bridge and Structural Engineering, Venice, Italy, September 22 - 24, 2010] / [ed] Anton Steffen, Zürich: International Association for Bridge and Structural Engineering, 2010, p. 41-47Conference paper, Published paper (Refereed)
Place, publisher, year, edition, pages
Zürich: International Association for Bridge and Structural Engineering, 2010
Series
IABSE Reports ; 97
National Category
Infrastructure Engineering Building Technologies
Research subject
Structural Engineering; Steel Structures
Identifiers
urn:nbn:se:ltu:diva-30248 (URN)10.2749/222137810796025078 (DOI)403a6d1f-7dbc-4deb-98a0-f5fb01fa2156 (Local ID)9783857481222 (ISBN)403a6d1f-7dbc-4deb-98a0-f5fb01fa2156 (Archive number)403a6d1f-7dbc-4deb-98a0-f5fb01fa2156 (OAI)
Conference
International Symposium on Bridge and Structural Engineering : 22/09/2010 - 24/09/2010
Note

Godkänd; 2010; 20111210 (ysko)

Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-06-20Bibliographically approved
Collin, P., Möller, M., Nilsson, M. & Törnblom, S. (2009). Undermatching butt welds in high strength steel (ed.). In: (Ed.), Mahāvidyālăy Culālaṅkărṇ (Ed.), Sustainable infrastructure: environment friendly, safe and resource efficient ; proceedings of IABSE symposium, Bangkok, Thailand, Sept. 9 - 11, 2009. Paper presented at IABSE Symposium : 09/09/2009 - 11/09/2009 (pp. 280-281). Zürich: International Association for Bridge and Structural Engineering
Open this publication in new window or tab >>Undermatching butt welds in high strength steel
2009 (English)In: Sustainable infrastructure: environment friendly, safe and resource efficient ; proceedings of IABSE symposium, Bangkok, Thailand, Sept. 9 - 11, 2009 / [ed] Mahāvidyālăy Culālaṅkărṇ, Zürich: International Association for Bridge and Structural Engineering, 2009, p. 280-281Conference paper, Published paper (Refereed)
Place, publisher, year, edition, pages
Zürich: International Association for Bridge and Structural Engineering, 2009
Series
IABSE Report ; 96
National Category
Infrastructure Engineering Building Technologies
Research subject
Structural Engineering; Steel Structures
Identifiers
urn:nbn:se:ltu:diva-37384 (URN)b63f5870-e94a-11de-bae5-000ea68e967b (Local ID)978-3-85748-121-5 (ISBN)b63f5870-e94a-11de-bae5-000ea68e967b (Archive number)b63f5870-e94a-11de-bae5-000ea68e967b (OAI)
Conference
IABSE Symposium : 09/09/2009 - 11/09/2009
Note
Godkänd; 2009; 20091215 (petcol)Available from: 2016-10-03 Created: 2016-10-03 Last updated: 2018-06-20Bibliographically approved
Collin, P., Stoltz, A. & Möller, M. (2002). Innovative prefabricated composite bridges (ed.). In: (Ed.), (Ed.), IABSE symposium Melbourne 2002: towards a better built environment - innovation, sustainability, information technology; Melbourne, Australia 11 - 13 September, 2002. Paper presented at IABSE Symposium : 08/09/2002 - 13/09/2002. Zürich: International Association for Bridge and Structural Engineering
Open this publication in new window or tab >>Innovative prefabricated composite bridges
2002 (English)In: IABSE symposium Melbourne 2002: towards a better built environment - innovation, sustainability, information technology; Melbourne, Australia 11 - 13 September, 2002, Zürich: International Association for Bridge and Structural Engineering, 2002Conference paper, Published paper (Refereed)
Abstract [en]

The competitiveness of composite bridges depends on several circumstances such as site conditions, local costs of material and staff and the contractor's experience. One major advantage compared to concrete bridges is that the steel girders can carry the weight of the formwork and the wet concrete. Another advantage is the savings in construction time, which saves some money for the contractor but even more so for the road users, a fact that usually is neglected when evaluating alternative bridge designs. A further step to improve the competitiveness of composite bridges is to prefabricate not only the steel girders, but also the concrete deck. In this paper a new concept with dry joints between the elements is described.

Place, publisher, year, edition, pages
Zürich: International Association for Bridge and Structural Engineering, 2002
Series
IABSE Report, ISSN 1025-9104 ; 86
National Category
Infrastructure Engineering Building Technologies
Research subject
Structural Engineering; Steel Structures
Identifiers
urn:nbn:se:ltu:diva-40169 (URN)f3030280-320c-11dd-b113-000ea68e967b (Local ID)f3030280-320c-11dd-b113-000ea68e967b (Archive number)f3030280-320c-11dd-b113-000ea68e967b (OAI)
Conference
IABSE Symposium : 08/09/2002 - 13/09/2002
Note
Godkänd; 2002; 20080604 (ysko)Available from: 2016-10-03 Created: 2016-10-03 Last updated: 2018-06-20Bibliographically approved
Collin, P., Pétursson, H. & Möller, M. (1998). Composite bridges with prefabricated decks (ed.). In: (Ed.), (Ed.), Proceedings / Nordic Steel Construction Conference 98: Bergen, Norway, September 14th - 16th, 1998 ; new materials, new codes, new applications. Paper presented at Nordic Steel Construction Conference : 14/09/1998 - 16/09/1998. Oslo: Norwegian Steel Association
Open this publication in new window or tab >>Composite bridges with prefabricated decks
1998 (English)In: Proceedings / Nordic Steel Construction Conference 98: Bergen, Norway, September 14th - 16th, 1998 ; new materials, new codes, new applications, Oslo: Norwegian Steel Association , 1998Conference paper, Published paper (Refereed)
Place, publisher, year, edition, pages
Oslo: Norwegian Steel Association, 1998
National Category
Infrastructure Engineering Building Technologies
Research subject
Structural Engineering; Steel Structures
Identifiers
urn:nbn:se:ltu:diva-37178 (URN)b1d466e0-2425-11dd-9e62-000ea68e967b (Local ID)82-91466-02-5 (ISBN)b1d466e0-2425-11dd-9e62-000ea68e967b (Archive number)b1d466e0-2425-11dd-9e62-000ea68e967b (OAI)
Conference
Nordic Steel Construction Conference : 14/09/1998 - 16/09/1998
Note
Godkänd; 1998; 20080517 (ysko)Available from: 2016-10-03 Created: 2016-10-03 Last updated: 2018-06-20Bibliographically approved
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