Affiliation:
1. Celenge Engenharia
2. Universidade Estadual Paulista
Abstract
In order to overcome the hydrographic network, the landforms, and the most different types of barriers, many timber bridges were constructed around the world, especially in secondary roads where the raw materials (wood) can be found in the vicinity, what reduces the construction costs.The deck can be made of reinforced concrete with the purpose of increasing the durability, strength and stiffness of these structures, and using rubber particles can not only decrease the costs and impact on the environment, but can also confer some advantages on the structure, such as a better impact absorption, and a lower cracking due to the abrasion wear, water absorption or self-weight.The analysis of the bending behavior of these superstructures was performed through the study of ten mixed T section composite beams, with wooden web (mimicking the stringers) and a reinforced concrete top flange (mimicking the deck) with varying rubber waste percentage. Steel bars set to “X”, glued with epoxy resin on the wood, allowed the connection between wood and concrete, reducing manufacturing costs with high shear strength resistance. The constituent materials were characterized mechanically and the composite beams were equipped with a dial indicator and strain gauges, and then broken in flexure tests. At the same time, the rubber particles percentage was correlated with the following parameters: stress, strain, elasticity modulus, loads and displacements, what enabled us to find which rubber addition percentage was most adequate in order for this kind of structure to be in accordance with the project requirements for the resistance.
Publisher
Trans Tech Publications, Ltd.
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science
Reference19 articles.
1. PIGOZZO, J. C. Estudo e aplicações de barras de aço coladas, como conectores em placas mistas de madeira e concreto para tabuleiros de pontes. Thesis (Doctorate) – São Carlos Engineering School, USP - São Carlos, (2004).
2. SEGUNDINHO, P. G. A. Análise teórico-experimental de um tabuleiro misto madeira-concreto composto por vigas circulares. Dissertation (Master's degree) – Faculty of engeneering of Ilha Solteira - UNESP, Ilha Solteira, (2005).
3. Information on https: /www. flickr. com/photos/80651083@N00/141702441.
4. CECCOTTI, A. T. Timber-concrete composite structure. In Timber Engineering. STEP1, Almere, Centrum Hout, E13 (1995) pp.1-12.
5. MATTHIESEN, J. A. Contribuição ao estudo das estruturas mistas: estudo experimental de estruturas mistas de madeira e concreto interligadas por parafusos. Thesis (full professor) – Faculty of engeneering of Ilha Solteira - UNESP, Ilha Solteira, (2001).