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Unsymmetrical Fibre-Reinforced Plastics for the Production of Curved Textile Reinforced Concrete Elements
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作者 Henrik L.Funke Sandra Gelbrich +2 位作者 Andreas Ehrlich Lars Ulke-Winter Lothar Kroll 《Open Journal of Composite Materials》 2014年第4期191-200,共10页
A new constructive and technological approach was developed for the efficient production of large-dimensioned, curved freeform formworks, which allow the manufacturing of single and double-curved textile reinforced co... A new constructive and technological approach was developed for the efficient production of large-dimensioned, curved freeform formworks, which allow the manufacturing of single and double-curved textile reinforced concrete elements. The approach is based on a flexible, multi-layered formwork system, which consists of glass-fibre reinforced plastic (GFRP). Using the unusual structural behavior caused by anisotropy, these GFRP formwork elements permit a specific adjustment of defined curvature. The system design of the developed GFRP formwork and the concrete-lightweight-elements with stabilized spacer fabric was examined exhaustively. Prototypical curved freeform surfaces with different curvature radii were designed, numerically computed and produced. Furthermore, the fabric’s contour accuracy of the fabric was verified, and its integration was adjusted to loads. 展开更多
关键词 Anisotropic Formworks Textile-Reinforced concrete Fibre-Reinforced Plastics curved concrete
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Temperature Field of PC Box Girder Bridge Based on GPRS Temperature Collection System
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作者 YANG Zeying LIU Jing +2 位作者 QU Jianbo ZHOU Xiangshan LI Lixin 《Wuhan University Journal of Natural Sciences》 CAS CSCD 2015年第3期269-276,共8页
In order to study the temperature distribution and the corresponding temperature effects on pre-stressed concrete(PC) curved box girder bridge in Shandong Province, this paper builds and adopts an automatic remote r... In order to study the temperature distribution and the corresponding temperature effects on pre-stressed concrete(PC) curved box girder bridge in Shandong Province, this paper builds and adopts an automatic remote real-time temperature collection system to collect temperature data on site, and further uses the software ANSYS for analysis. Based on the comparisons between the measured data and the simulation results, the following conclusions can be drawn: 1 Our temperature monitoring system is reliable; 2 The corresponding measured data of the web plate and flange plate exposed to the sun, vary more severely than that at other positions, so these plates need higher standard design and construction requirements; 3 In the cold wave where still is sunshine, the box girder temperature effect behaves as sine-like curve. 展开更多
关键词 bridge engineering concrete curved box girder bridge temperature distribution and temperature effect measured data and finite element analysis
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