By Mark Foster, Paul Moy, Randy Mrozek, Joe Lenhart (auth.), Tom Proulx (eds.)
Dynamic habit of fabrics represents considered one of 8 volumes of technical papers offered on the Society for Experimental Mechanics Annual convention & Exposition on Experimental and utilized Mechanics, held at Uncasville, Connecticut, June 13-16, 2011. the whole set of court cases additionally comprises volumes on Mechanics of organic platforms and fabrics, Mechanics of Time-Dependent fabrics and tactics in traditional and Multifunctional fabrics, MEMS and Nanotechnology; Optical Measurements, Modeling and, Metrology; Experimental and utilized Mechanics, Thermomechanics and Infra-Red Imaging, and Engineering purposes of Residual Stress.
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Extra info for Dynamic Behavior of Materials, Volume 1: Proceedings of the 2011 Annual Conference on Experimental and Applied Mechanics
Forrestal & W. Chen, Pulse shaping techniques for testing brittle materials with a split Hopkinson pressure bar, Experimental Mechanics, Vol 42, No. 1, March 2002, pp93-106 12. M. L. Hughes, J. W. Tedesco & C. A. Ross, Numerical analysis of high strain rate splitting-tensile tests, Computers & Structures, Vol 47, No 4/5, pp653-671, 1993. 13. J. E. Field, S. M. Wally, W. G. Proud, H. T. Goldrein, C. R. Siviour, Review of experimental techniques for high rate deformation and shock studies, International Journal of Impact Engineering, Vol 30, pp725775, 2004.
Tensile strength increase with increasing loading rates and fiber volume fractions. Fracture velocity A crack gauge was mounted on the specimen during the test. The typical signal of the crack gauge and corresponding loading history are shown in Fig. 7. There is a significant post-peak ductility after the crack travels through the specimen, which indicates the pull-out of the fiber from the concrete matrix. The details of the crack gauge can be seen from the insert of Fig. 41 7. 1 mm, and the time step can be measured by the jump of the crack gauge signal.
Ltd. , Ltd. JinSheng Tci. and Tech. , Ltd. 0% The mixture was poured into a steel cubic mold (300 mm) for 2 hours. The block obtained was then cured in a standard condition of 20 ℃ and >95% relative humidity for 28 days. After curing, concrete cores with a nominal diameter of 50 mm were drilled from the block and then sliced to obtain discs with an average thickness of 24 mm. 5% of the sample thickness. The modified Split Hopkinson Pressure Bar system A 40 mm diameter SHPB system was employed as the loading apparatus in this study, as shown in Fig.
Dynamic Behavior of Materials, Volume 1: Proceedings of the 2011 Annual Conference on Experimental and Applied Mechanics by Mark Foster, Paul Moy, Randy Mrozek, Joe Lenhart (auth.), Tom Proulx (eds.)