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Titlebook: Strain-Hardening Cement-Based Composites; SHCC4 Viktor Mechtcherine,Volker Slowik,Petr Kabele Conference proceedings 2018 RILEM 2018 Cement

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Conference proceedings 2018 and strengthening and repair of existing buildings and structures in many areas of application. The SHCC4 Conference was the follow-up of three previous successful international events in Stellenbosch, South Africa in 2009, Rio de Janeiro, Brazilin 2011, and Dordrecht, The Netherlands in 2014..
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Bridging Stress of Inclined Fiber in Cementitious Composites Based on Large Deflection Beam Theory the increasing bending forces. The trend is similar to that in fiber snubbing models where the fiber is treated as a string over a frictional pulley. The effects of different parameters such as embedded length and fiber to matrix stiffness ratio are then studied. The present work provides the physi
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Evaluation of Shear and Tensile Bridging Characteristics of PVA Fibers Based on Bridging Lawthe tensile loading. From the test results, it was confirmed that the tensile stress decreased with increasing notch angle in the tension tests. A calculation method for the bridging law with an inclined crack was introduced and the calculation results were compared with the test results. Though the
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A Multiscale Model for High Performance FRCfinite element analyses of failure behavior at the structural level, interface solid elements supplemented by a fiber bridging law specified according to the fiber pull-out mechanics are used to represent the cracking process. Selected numerical examples demonstrate that the crack pattern as well as
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