Search

12 Oct 2010: Economic Viability of FRP Prestressed Concrete Structures - Complete . Fibre Reinforced Polymers and aramid ropes have been identified as suitable materials for reinforcing and prestressing concrete. ... The problem appears to be economic, but this

8 Jul 2004: Fibre-reinforced-polymers versus steel in concrete bridges: Structural design and economic viability. ... Thus if a bridge is to be repaired the speed rather than the material cost is of economic importance.

4 Aug 2008: The Stadium Roof teaching module contains three cross-curricular activities that tie in with the GCSE syllabus for mathematics, physics and design and technology. ... It particularly ties in DT Resistant Materials syllabus by incorporating design

13 Jul 2005: To ensure the most efficient use of limited economic resources, it is important that such actions are only undertaken on those bridges which actually need intervention.

22 Feb 2011: The Bridges teaching module contains three cross-curricular activities that tie in with the GCSE syllabus for mathematics, physics and design and technology.

22 Feb 2011: The Tall Buildings teaching module contains three cross-curricular activities that tie in with the GCSE syllabus for mathematics, physics and design and technology.

20 Jul 2004: 1. AAACCCMMMBBBSSS MMMCCCAAAPPPCCC IV. ECONOMIC VIABILITY OF STRUCTURES WITH FRP REINFORCEMENT AND PRESTRESS. ... In this paper methods to study the economics of those materials are presented and conclusions on their viability in bridges are drawn.

20 Jul 2004: It is also unlikely that AFRP or CFRP will be economic for flexure. ... Bent pultrusions, however, will never be economic. 4.4 Internal confinement for compression.

20 Mar 2000: ture for changes in use [5]. It wasrecognised early in the work that car-bon fibre is not economic when viewedon the basis of the material cost. ... time.Similarly, the use of GFRP compositesfor complete structures is proving tobe economic when there are

2 Dec 1998: From the work carried out in this study, it can be concluded that composite space truss bridges with profiled steel sheeting and GRP enclosures can provide safe, economic solutions to the

5 May 2005: This increase has been based on the flexibility and better economic performance offered by venues featuring retractable roofs compared to those with traditional fixed roofs.

11 Jul 2007: This includes consideration of appropriateness and suitability for intended use, the implications of manufacture, visual suitability and environmental responsibility and fitness for the structural life; all being commensurate with economic resource

19 Mar 2010: Doubt in the extrapolation. method can thus have a very real economic effect and can.

4 Aug 2010: 2] I. Balafas, 2003. Fibre-reinforced-polymers vs steel in concrete bridges: structuraldesign and economic viability.

9 Aug 2004: There could be significant economic consequences if these structures cannot be strengthened as the only other options are weight restrictions or complete replacement.

3 Feb 2004: The engineer can then design the reinforcement in the twodirections, and to be economic, he curtails the reinforcement assoon as possible, so that the resistance moment follows veryclosely the applied moment.

22 Aug 2001: particularly for the shallow penetration mechanism. 2 5. Acknowledgement. This study was made possible by the financial support of the European Economic.

11 Jul 2007: Failure of these structures causes great economic losses, serious impediment to post-earthquake emergency operations and long-lasting disruption of social and economic life.

21 Aug 2008: These elastic and plastic solutions, following the earlywork of Boussinesq (1885), Prandtl (1921) and others, arereproduced in every soil mechanics textbook, and lie withinthe core syllabus of almost every course on

4 Oct 2011: Submitted to ACI Structural Journal. Balafas I. and Burgoyne C.J., Economics of beams reinforced and prestressed with FRP. ... Burgoyne C.J., Does FRP have an economic future?, Invited Keynote Paper, 4th Conf on Advanced Composite Materials in Bridges