People | Locations | Statistics |
---|---|---|
Naji, M. |
| |
Motta, Antonella |
| |
Aletan, Dirar |
| |
Mohamed, Tarek |
| |
Ertürk, Emre |
| |
Taccardi, Nicola |
| |
Kononenko, Denys |
| |
Petrov, R. H. | Madrid |
|
Alshaaer, Mazen | Brussels |
|
Bih, L. |
| |
Casati, R. |
| |
Muller, Hermance |
| |
Kočí, Jan | Prague |
|
Šuljagić, Marija |
| |
Kalteremidou, Kalliopi-Artemi | Brussels |
|
Azam, Siraj |
| |
Ospanova, Alyiya |
| |
Blanpain, Bart |
| |
Ali, M. A. |
| |
Popa, V. |
| |
Rančić, M. |
| |
Ollier, Nadège |
| |
Azevedo, Nuno Monteiro |
| |
Landes, Michael |
| |
Rignanese, Gian-Marco |
|
Achintha, Mithila
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (17/17 displayed)
- 2024Glass–GFRP Laminate: A Proof of Concept Experimental Investigationcitations
- 2023Exploration of Waste Glass Powder as Partial Replacement of Cement in Concretecitations
- 2022Glass–GFRP Sandwich: Structurally Superior Laminated Glass
- 2020Development of cohesive zone models for the prediction of damage and failure of glass/steel adhesive jointscitations
- 2019Failure prediction and optimal selection of adhesives for glass/steel adhesive jointscitations
- 2018Strength evaluation and failure prediction of bolted and adhesive glass/steel jointscitations
- 2016A review on design, manufacture and mechanics of composite riserscitations
- 2015An CFRP fabrics as internal reinforcement in concrete beams
- 2015An experimentally validated contour method/eigenstrains hybrid model to incorporate residual stresses in glass structural designscitations
- 2015Experimental and numerical investigation of residual stress relaxation in shot-peened notch geometries under low-cycle fatigue
- 2014Fatigue behaviour of geometric features subjected to laser shock peeningcitations
- 2014Hybrid contour method/eigenstrain model for predicting residual stress in glass
- 2012Fatigue behaviour of geometric features subjected to laser shock peening
- 2012Fatigue behaviour of geometric features subjected to laser shock peening:9th Fatigue Damage of Structural Materials Conference
- 2012Prediction of FRP debonding Using the global-energy-balance approach
- 2011Optimising LSP conditions and modelling the geometric effects on residual stress
- 2009Fracture mechanics of plate debonding
Places of action
Organizations | Location | People |
---|
article
Failure prediction and optimal selection of adhesives for glass/steel adhesive joints
Abstract
Mild steel/tempered glass adhesive joints are becoming a common occurrence in the construction industry. A numerical parametric study for adhesive property optimisation is conducted and determines strength and ductility as the main parameters affecting the joint performance. Numerical simulations include adhesive pressure-sensitivity, plasticity and failure modelling and are also used to further investigate onset and progression of damage leading to failure of the joints. Following this, the market of structural adhesives is scanned, resulting in the identification of an adhesive system that aligns with the ‘optimal’ strength and ductility parameters identified from the parametric study. The chosen adhesive system is experimentally compared and benchmarked against a brittle and a ductile adhesive in steel/glass adhesive joints subjected to four different load-cases. It is demonstrated that the proposed modelling methodology yields accurate predictions of the adhesive and adherend stress states and failure behaviour for the four different load-cases, thus highlighting the model’s ability to predict the response and failure of all three adhesives and tempered glass.