By Thanasis Triantafillou (auth.), Lieping Ye, Peng Feng, Qingrui Yue (eds.)
"Advances in FRP Composites in Civil Engineering" includes the papers provided on the fifth foreign convention on Fiber bolstered Polymer (FRP) Composites in Civil Engineering in 2010, that's an reliable convention of the overseas Institute for FRP in development (IIFC). The ebook comprises 7 keynote papers that are awarded by way of most sensible professors and engineers on this planet and 203 papers overlaying a large spectrum of subject matters. those very important papers not just exhibit the new advances within the program of FRP composites in civil engineering, but additionally element to destiny examine endeavors during this fascinating region. Researchers and execs within the box of civil engineering will locate this ebook is enormously beneficial. Prof. Lieping Ye and Dr. Peng Feng either paintings on the division of Civil Engineering, Tsinghua collage, China. Qingrui Yue is a Professor at China Metallurgical team Corporation.
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Additional info for Advances in FRP Composites in Civil Engineering: Proceedings of the 5th International Conference on FRP Composites in Civil Engineering (CICE 2010), Sep 27–29, 2010, Beijing, China
Such a failure is analogous to interfacial failure in the concrete in FRP-to-concrete joints. A more comprehensive account of these tests can be found in Wan et al. (2010), however, a brief over-view as well as more recent work and comments pertaining to analytical modeling are given as follows. e. 180 mm) are shown in Figure 12 in which slips and stresses are obtained from strain gauge readings. Figure 12a shows a typical load-slip response and Figure 12b the corresponding strain-distance response at selected levels of load.
1 Double-skin tubular columns Because of their excellent corrosion resistance, hybrid L. Ye et al. ), Advances in FRP Composites in Civil Engineering © Tsinghua University Press, Beijing and Springer-Verlag Berlin Heidelberg 2011 September 27–29, 2010, Beijing, China DSTMs are most suitable for use in outdoor structures such as bridges and coastal structures which are likely to be exposed to a harsh environment. g. wind turbine towers, electricity transmission towers and bridge towers) and other similar structures.
The four loading schemes included monotonic loading, full unloading/reloading, partial unloading and partial reloading. More details of September 27–29, 2010, Beijing, China the experimental programme are available in Yu et al. (2010e). e. e. specimens M1 and M2) in Figure 4. It is evident from Figure 4 that the envelope curves of the two specimens subjected to cyclic axial compression, which provide an upper boundary of their responses under cyclic loading, are almost the same as the axial load-axial strain curves of the two specimens subjected to monotonic compression.
Advances in FRP Composites in Civil Engineering: Proceedings of the 5th International Conference on FRP Composites in Civil Engineering (CICE 2010), Sep 27–29, 2010, Beijing, China by Thanasis Triantafillou (auth.), Lieping Ye, Peng Feng, Qingrui Yue (eds.)