693.932 PEOPLE
| People | Locations | Statistics |
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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Marx, Steffen
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Topics
Publications (34/34 displayed)
- 2024Investigations on the bond strength of non-metallic, textile reinforcements in concrete components
- 2024Matched Filter for Acoustic Emission Monitoring in Noisy Environmentscitations
- 2024Shear Transfer in Concrete Joints with Non-Metallic Reinforcementcitations
- 2024Acoustic Emission Monitoring in Prestressed Concretecitations
- 2024Analysis of the Repeatability of the Pencil Lead Break in Comparison to the Ball Impact and Electromagnetic Body-Noise Actuator
- 2024Experimental investigations on normal mode nodes as support positions of a resonant testing facility for bending fatigue tests
- 2023Wire Break Detection in Bridge Tendons Using Low-Frequency Acoustic Emissionscitations
- 2023Photogrammetric Image Sequence Analysis for Deformation Measurement and Crack Detection Applied to a Shear Test on a Carbon Reinforced Concrete Member
- 2023Frequency dependent amplitude response of different couplant materials for mounting piezoelectric sensorscitations
- 2023DEVELOPMENT OF CARBON-REINFORCED HOLLOW CORE SLAB
- 2023The Recycling of Carbon Components and the Reuse of Carbon Fibers for Concrete Reinforcementscitations
- 2023REUSE OF RECYCLED CARBON FIBERS FOR REINFORCEMENTS
- 2023Experimental Investigations on the Load-Bearing Behavior of Monolithically Connected Bridge Pierscitations
- 2023Semi-supervised Learning for Acoustic Vision Monitoring of Tendons in Pre-stressed Concrete Bridgescitations
- 2022Stiffness degradation in fatigue loaded large concrete beams
- 2022Acoustic Emission analysis of a comprehensive database of wire breaks in prestressed concrete girderscitations
- 2022Nonlinear ultrasonic measurements of the damage evolution of concrete samples during fatigue experimentscitations
- 2021Energetic damage analysis regarding the fatigue of concretecitations
- 202111. Symposium Experimentelle Untersuchungen von Baukonstruktionen
- 2021Experimental investigations on a novel concrete truss structure with cast iron nodescitations
- 2020Energetic damage analysis regarding the fatigue of concrete
- 2019Resonant fatigue test facility for large scale bending
- 2019Experimental studies on the interface between concrete and cement-asphalt mortar
- 2019Spannungsumlagerungen bei ermüdungsbeanspruchten Spannbetonbalken im numerischen Modell und Versuchcitations
- 2019Fachwerke aus Betonstreben und Sphärogussknoten
- 2019Testing Existing Structures - Compressive Strength and Tensile Splitting Strength of the Lahntal Bridge Limburg
- 2018Residual capacity and permeability-based damage assessment of concrete under low-cycle fatiguecitations
- 2017Messtechnische Dauerüberwachung zur Absicherung der Restnutzungsdauer eines spannungsrisskorrosionsgefährdeten Brückenbauwerkscitations
- 2017Zum Torsionstragverhalten extern vorgespannter Kreissegmente mit trockenen Fugencitations
- 2017An innovative hybrid substructure for offshore wind turbines
- 2017An Innovative Hybrid Substructure Made of High-Strength Concrete and Ductile Cast Iron for Offshore Wind Turbines
- 2017A strain model for fatigue-loaded concretecitations
- 2015Untersuchungsstrategie zur Bewertung der Langzeitstabilität von Dehnungsmessstreifencitations
- 2012Zum Einfluss der Belastungsfrequenz und der Spannungsgeschwindigkeit auf die Ermüdungsfestigkeit von Betoncitations
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document
Fachwerke aus Betonstreben und Sphärogussknoten
Abstract
Truss structures are among the most efficient load-bearing structures in the building industry. Thus, concrete truss structures were already built at the beginning of reinforced concrete construction. However, the difficulties associated with the execution didn’t lead to the permanent establishment of concrete trusses. In this context, this article shows a possibility to further exploit the potential of concrete trusses. A truss structure consisting of concrete struts and ductile cast iron nodes is presented. The connection of the components is realized by a grouting concrete, for which the ductile cast iron nodes have a profile on the inside. The construction of this connection and the investigations carried out to determine the load-bearing capacity are the focus of the article.