Support Structures in Lightweight Design for the Construction of Resource Efficient Bridges

2015 ◽  
Vol 825-826 ◽  
pp. 699-706 ◽  
Author(s):  
Enrico Rudolph ◽  
Andreas Ehrlich ◽  
Sandra Gelbrich ◽  
Meike Röhrkohl ◽  
Lothar Kroll

Modern civil engineering is characterized by resource and energy efficiency, and functional integration. The focus of modern architecture is therefore increasingly on free-formed buildings with organic shapes and biomorphic structures. The basis of new buildings still consists of conventional materials like steel, glass and reinforced concrete. However, the applicability of these materials is limited, regarding lightweight design, freedom of design, efficiency and functional integration. Innovative projects either cannot be implemented, or would be put to enormous costs and expenditure of resources.The theoretical and experimental basis for this functionally integrated support structure was established within the scope of the research project “New lightweight structural components and processing technologies for the application in support structures”, supported by the Sächsische Aufbaubank SAB.The main objective was to develop material and design for a lightweight modular support structure and to implement it by means of innovative production methods. New approaches included the application of glass-fiber-reinforced plastic (GFRP) due to its favorable mechanical properties, low susceptibility to corrosion and load-adjusted dimensioning.In connection with the realization of the production, different technological concepts were analyzed with reference to their suitability, integration of required force transmission and further functions during and after production. The lightweight elements were analyzed on a laboratory scale with regard to their production and their mechanical properties. A holistic production and tool concept resulted from these tests, that pictures the complete process chain from textile to component. The results were implemented in practice in form of an interactive honeycomb-bridge which was built in Chemnitz.

2018 ◽  
Vol 32 (19) ◽  
pp. 1840070 ◽  
Author(s):  
Y. H. Kim ◽  
S. J. Park ◽  
J. S. Choi ◽  
K. M. Moon ◽  
C. W. Bae

In this study, halloysite nanotubes (HNTs) were heat-treated at various temperatures in order to minimize particle aggregation, and the mechanical properties in the humid environment was compared and analyzed to prevent the pore formation and achieve an optimal bonding with epoxy resin. As a result, the glass fiber-reinforced plastic (GFRP), with 0.5 wt.% heat-treated HNT at 700[Formula: see text]C, showed the highest moisture absorption resistance, tensile strength and interlaminar shear strength.


2014 ◽  
Vol 809-810 ◽  
pp. 264-266 ◽  
Author(s):  
Ning Liu ◽  
Fang Gang Liu ◽  
Guang Jin Li ◽  
Man Zhang ◽  
He Yi Ge ◽  
...  

There is a lot of glass fiber reinforced plastic (FRP) waste every year. Its low utilization rate and serious secondary pollution cause many problems. In this paper, FRP waste was added to enhance unsaturated polyester resin based artificial marble. The effects of FRP waste content and its particle size on the mechanical properties of artificial marble were discussed. Results show that the FRP waste content and its particle size are closely related to the mechanical properties of artificial marble. The artificial marble with FRP waste particle size of less than 0.075 mm and content of 12.5 wt % got the best mechanical properties, whose flexural strength was 23.72 MPa and compressive strength was 79.13 MPa, increased by 75.8 % and 128.1 %, respectively, compared with the strength of artificial marble with no FRP waste.


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