Searched for: %2520
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He, P. (author), Moreira Arouche, M. (author), Koetsier, M. (author), Pavlovic, M. (author)
Debonding is characterized as the governing failure mode in the innovative wrapped composite joints made with glass fiber composite material wrapped around steel hollow sections without welding. The prerequisite for predicting debonding failure of wrapped composite joints is to obtain fracture behavior of the composite-steel bonded interface....
journal article 2024
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Feng, W. (author), Moreira Arouche, M. (author), Pavlovic, M. (author)
In this paper, mode II fatigue crack growth properties of the composite-to-steel interface are characterised through different test configurations, namely ENF and 4ENF tests. Different loading types including force control and displacement control methods are compared. An innovative shear strain based method is proposed for monitoring the...
journal article 2024
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Olivier, G. (author), Csillag, Fruzsina (author), Christoforidou, A. (author), Tromp, Liesbeth (author), Veltkamp, Martijn (author), Pavlovic, M. (author)
Due to the low weight and excellent durability of composite materials, Fibre Reinforced Polymer (FRP) decks mounted on steel superstructures are becoming increasingly common in engineering practice. Bolted joints are generally used to facilitate connections between an FRP deck and steel girders in road bridges. The connections are subjected...
journal article 2023
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Feng, W. (author), Moreira Arouche, M. (author), Pavlovic, M. (author)
Hybrid bi-material concepts in engineering structures where fibre-polymer composites are used together with steel structural members have potential to reduce material usage, extend fatigue life and improve structural reliability. The bond performance of the bi-material composite-to-steel interface is of crucial importance and highly relies on...
journal article 2023
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Todorović, Marija (author), Koetsier, M. (author), Simović, Nađa (author), Glišović, Ivan (author), Pavlovic, M. (author)
In this paper an efficient procedure for obtaining a cohesive law for Mode I timber fracture (crack opening), based on the Double Cantilever Beam (DCB) tests is given. DCB tests were performed on ten European spruce specimens in order to determine the energy release rate vs crack length (R curves). Two crucial parameters - crack length during...
journal article 2023
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He, P. (author), Feng, W. (author), Pavlovic, M. (author)
The concept of an innovative bonded joining technology where welding is not required is presented as an alternative to traditional welded connection for steel circular hollow section (CHS). Wrapped composite joints have potential to greatly improve fatigue endurance when applied in multi-membered truss structures, e.g. offshore jackets for...
journal article 2023
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Feng, W. (author), Pavlovic, M. (author), Koetsier, M. (author), Veljkovic, M. (author)
Debonding crack propagation at the composite-to-steel interface has been found to be an important failure mechanism for wrapped composite joints under static and fatigue loads. Friction at the interface behind the crack tip may deviate fatigue debonding of the joints from the linear-fracture-mechanics behaviour. This paper presents static and...
journal article 2023
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Christoforidou, A. (author), Verleg, R.L. (author), Pavlovic, M. (author)
Resins are essential structural materials predominantly used in load-bearing connections such as adhesively bonded joints and resin-injected bolted connections. In an effort to improve the latter, a new injection material, Steel Reinforced Resin (SRR), has been developed, consisting of spherical steel particles embedded in a resin. SRR's...
journal article 2023
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Todorović, Marija (author), Pavlovic, M. (author), Glišović, Ivan (author), Koetsier, M. (author)
This paper presents an experimental procedure for obtaining the fracture resistance (R curve) of solid wood specimens made of spruce. Double Cantilever Beam (DCB) tests were performed in order to determine energy release rate vs crack length in Mode I wood fracture (crack opening). Ten wood specimens were loaded using the Universal Testing...
conference paper 2023
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Mottram, J. Toby (author), Tromp, Liesbeth (author), Pavlovic, M. (author), Ramôa Correia, João (author), Keller, Thomas (author), Sena-Cruz, José (author)
It was essential in the European Technical Specification for the Design of Fibre- Polymer Composite Structures (prCEN/TS 19101) to provide an Ultimate Limit State design procedure for a failure criterion for multi-ply laminates subjected to in-plane combined actions, which will give a generically applicable and a simple design procedure. This...
conference paper 2022
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Feng, W. (author), He, P. (author), Koetsier, M. (author), Pavlovic, M. (author)
Wrapped composite joint is an innovative technique which connects steel hollow sections through bonding such that the fatigue performance is improved compared to welded joint. In this paper, a DIC-based method of monitoring surface strains is proposed to quantify the debonding crack propagation within the composite wrap layers during high cycle...
conference paper 2022
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Pavlovic, M. (author), Christoforidou, A. (author), Keller, Thomas (author)
Challenges of reliable prediction of resistance of bonded joints lie in the complexity of stress concentrations, multiple crack paths, mode-mixity and sudden crack propagation. The new Technical Specification for Design of fibre-polymer composite structures (TS) is bridging this gap by providing comprehensive sets of design recommendations and...
conference paper 2022
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Olivier, G. (author), Csillag, Fruzsina (author), Tromp, Liesbeth (author), Veltkamp, Martijn (author), Pavlovic, M. (author)
Due to the low weight and excellent durability of composite materials, Fibre Reinforced Polymer (FRP) decks mounted on steel superstructures are becoming all the more common in engineering practice. Bolted joints are generally used to facilitate connections between an FRP deck and steel girders in road bridges. The connections are subjected...
conference paper 2022
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Gribnau, Koen (author), de Boon, Johan (author), Olivier, G. (author), Pavlovic, M. (author)
As many bridges are reaching the end of their service life, researchers are searching for new solutions to extend the lifespan of those bridges. Fibre reinforce polymers (FRP) could be possible a solution for bridges with deck problems. Lightweight FRP decks can be installed quickly via bolted connectors on steel substructure. In general,...
conference paper 2022
document
He, P. (author), Pavlovic, M. (author)
The concept of an innovative bonded joining technology where welding is not required is presented as an alternative to traditional welded connection for steel circular hollow section (CHS). Wrapped composite joints have potential to greatly improve fatigue endurance when applied in multi-membered truss structures, e.g. offshore jackets for...
journal article 2022
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Feng, W. (author), He, P. (author), Pavlovic, M. (author)
Wrapped composite joint is a novel joining technology which connects steel hollow sections through bonding, completely avoiding the welding in the load transferring mechanism. Fatigue performance of wrapped joints has been experimentally shown to be superior over their welded counterparts. Aiming to enable development of prediction methods...
journal article 2022
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Olivier, G. (author), Csillag, Fruzsina (author), Tromp, Elisabeth (author), Pavlovic, M. (author)
As traffic loads are ever increasing and bridge infrastructure is ageing, existing materials and connection methods used in renovation and new construction projects are reaching their limits. New materials, such as Fibre-Reinforced Polymer (FRP) in the form of hollow decks can be a competitive solution due to good resistance to fatigue and...
journal article 2021
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Feng, W. (author), Pavlovic, M. (author)
Design and execution of fatigue load dominated circular hollow section (CHS) multi-membered structures, such as offshore jacket and floating structures for wind turbines, truss bridges, etc., is hinged on fatigue performance of critical welded joints. An innovative jointing technology of wrapped composite joint connects steel hollow sections by...
journal article 2021
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Csillag, Fruzsina (author), Pavlovic, M. (author)
The main challenge for realizing competitive hybrid steel-FRP structures, such as bridges, carparks, is to make the steel and FRP components work together. In this study shear resistance, stiffness and ductility of three types of demountable bolted shear connectors are examined. Two blind-bolted M20 shear connectors and a novel, injected...
journal article 2021
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Olivier, G. (author), Csillag, Fruzsina (author), Tromp, Elisabeth (author), Pavlovic, M. (author)
Due to constantly increasing traffic loads and ageing infrastructure, innovative materials for implementation in renovation and new bridge construction projects are gaining attention. One such innovation is hybrid structures consisting of Glass Fibre-Reinforced Polymer (GFRP) composite decks connected to a steel girder(s) superstructure. By...
journal article 2021
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