A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Numerical Investigation of an LVL-Aluminium Hybrid Beam
https://orcid.org/http://orcid.org/0000-0002-1708-5093
The use of hybrid and composite structural systems has significantly increased worldwide during the last decades. The main advantage of these systems is that they combine different materials with complementary properties thus creating structural elements with improved characteristics and performance. The aim of this paper is to examine the structural properties of an LVL-aluminium hybrid beam using finite element parametric analysis. The hybrid beam under investigation consists of an aluminium beam that it is connected to an upper laminated veneer lumber (LVL) part by means of bolts. The three-dimensional numerical model has been validated against the results of the experimental campaign by Chybiński and Polus where a four-point bending test of the same beam is examined [1]. The numerical modal shares the same geometry, material properties, constraints, and loading pattern as the experiment. Additionally, the effects of the thickness of the LVL part, the number of the bolts and the thickness of the web of the aluminium beam on the structural behavior of the hybrid beam have also been investigated. Overall, the numerical simulation has been found to represent, with good accuracy, the structural behaviour of the hybrid beam under study.
Numerical Investigation of an LVL-Aluminium Hybrid Beam
https://orcid.org/http://orcid.org/0000-0002-1708-5093
The use of hybrid and composite structural systems has significantly increased worldwide during the last decades. The main advantage of these systems is that they combine different materials with complementary properties thus creating structural elements with improved characteristics and performance. The aim of this paper is to examine the structural properties of an LVL-aluminium hybrid beam using finite element parametric analysis. The hybrid beam under investigation consists of an aluminium beam that it is connected to an upper laminated veneer lumber (LVL) part by means of bolts. The three-dimensional numerical model has been validated against the results of the experimental campaign by Chybiński and Polus where a four-point bending test of the same beam is examined [1]. The numerical modal shares the same geometry, material properties, constraints, and loading pattern as the experiment. Additionally, the effects of the thickness of the LVL part, the number of the bolts and the thickness of the web of the aluminium beam on the structural behavior of the hybrid beam have also been investigated. Overall, the numerical simulation has been found to represent, with good accuracy, the structural behaviour of the hybrid beam under study.
Numerical Investigation of an LVL-Aluminium Hybrid Beam
https://orcid.org/http://orcid.org/0000-0002-1708-5093
The use of hybrid and composite structural systems has significantly increased worldwide during the last decades. The main advantage of these systems is that they combine different materials with complementary properties thus creating structural elements with improved characteristics and performance. The aim of this paper is to examine the structural properties of an LVL-aluminium hybrid beam using finite element parametric analysis. The hybrid beam under investigation consists of an aluminium beam that it is connected to an upper laminated veneer lumber (LVL) part by means of bolts. The three-dimensional numerical model has been validated against the results of the experimental campaign by Chybiński and Polus where a four-point bending test of the same beam is examined [1]. The numerical modal shares the same geometry, material properties, constraints, and loading pattern as the experiment. Additionally, the effects of the thickness of the LVL part, the number of the bolts and the thickness of the web of the aluminium beam on the structural behavior of the hybrid beam have also been investigated. Overall, the numerical simulation has been found to represent, with good accuracy, the structural behaviour of the hybrid beam under study.
Numerical Investigation of an LVL-Aluminium Hybrid Beam
Lecture Notes in Civil Engineering
Mazzolani, Federico M. (editor) / Piluso, Vincenzo (editor) / Nastri, Elide (editor) / Formisano, Antonio (editor) / Tsalkatidis, Themistoklis (author) / Wang, Qile (author)
International Conference on the Behaviour of Steel Structures in Seismic Areas ; 2024 ; Salerno, Italy
2024-07-03
11 pages
Article/Chapter (Book)
Electronic Resource
English
Numerical Investigation of Steel Concrete Hybrid Beam
| TIBKAT | 2022
Numerical Investigation of Steel Concrete Hybrid Beam
| Springer Verlag | 2021
Numerical Studies on PZT-Bonded Aluminium Beam
| Springer Verlag | 2018
Numerical Investigation of a Hybrid FRP-Geopolymer Concrete Beam
| Trans Tech Publications | 2016
Experimental and Numerical Investigation of Hybrid Fiber-Reinforced Concrete Beam
| Springer Verlag | 2022