Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Experimental and FE simulations of Ferrocement Domes Reinforced with Composite Materials
The main objective of the current researches is estimating the structure performance of ferrocement domes reinforced with composite material. The current paper presented an experimental program included casting and testing up to failure four ferrocement domes. All specimens have 1000mm diameter and 500mm height; respectively and they were reinforced with welded wire meshes (for the first and second dome), fiberglass meshes (for the third dome) and polyethylene wire meshes (for the fourth dome). The second dome is the same as the first dome except that the second dome has two opening with 100x100mm dimensions to indicate the effect of the opening in the structure behavior of ferrocement dome. Also FE simulations for all tested domes were employed. The results of the experimental program indicated that the dome reinforced with fiberglass mesh has the highest service load and ultimate load and the dome reinforced with welded wire meshes achieved highest ductility ratio and energy absorption. Additionally comparing the results of FE simulations with the experimental results showed that the results of FE simulation is closed the experimental results.
Experimental and FE simulations of Ferrocement Domes Reinforced with Composite Materials
The main objective of the current researches is estimating the structure performance of ferrocement domes reinforced with composite material. The current paper presented an experimental program included casting and testing up to failure four ferrocement domes. All specimens have 1000mm diameter and 500mm height; respectively and they were reinforced with welded wire meshes (for the first and second dome), fiberglass meshes (for the third dome) and polyethylene wire meshes (for the fourth dome). The second dome is the same as the first dome except that the second dome has two opening with 100x100mm dimensions to indicate the effect of the opening in the structure behavior of ferrocement dome. Also FE simulations for all tested domes were employed. The results of the experimental program indicated that the dome reinforced with fiberglass mesh has the highest service load and ultimate load and the dome reinforced with welded wire meshes achieved highest ductility ratio and energy absorption. Additionally comparing the results of FE simulations with the experimental results showed that the results of FE simulation is closed the experimental results.
Experimental and FE simulations of Ferrocement Domes Reinforced with Composite Materials
Shaheen, Yousry (Autor:in) / Eltaly, Boshra Aboulanen (Autor:in) / Hanesh, Amany (Autor:in)
15.01.2017
Challenge Journal of Concrete Research Letters; Vol 5, No 4 (2014) ; 2548-0928
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
690
Experimental and FE simulations of ferrocement columns incorporating composite materials
British Library Online Contents | 2017
|Structural performance of ferrocement beams reinforced with composite materials
British Library Online Contents | 2014
|Masonry Domes Strengthened with Fibre-Reinforced Polymeric Composite Materials (FRP)
British Library Online Contents | 2003
|Dynamic Response of Ferrocement-Reinforced Composite Elevated Model Tank
British Library Online Contents | 1997
|