Arama Sonuçları - Thomas Jay Oord~

First RILEM International Conference on Concrete and Digital Fabrication - Digital Concrete 2018

İçindekiler: “…Kaufmann -- Alternative Reinforcements for Digital Concrete Construction, by Viktor Mechtcherine, Venkatesh Naidu Nerella, Hiroki Ogura, Jasmin Grafe, Erik Spaniol, Martin Hertel, and Uwe Füssel -- Additive Manufacturing and Characterization of Architectured Cement-based Materials via X-ray Micro-Computed Tomography, by Mohamadreza Moini, Jan Olek, Bryan Magee, Pablo Zavattieri, and Jeffery Youngblood -- Hardened Properties of 3D Printable "One-Part" Geopolymer for Construction Applications, by Behzad Nematollahi, Ming Xia, Shin Hau Bong, and Jay Sanjayan -- Bond strength in 3D printed geopolymer mortar, by Biranchi Panda, Nishar Ahamed Noor Mohamed, Yi Wei Daniel Tay, and Ming Jen Tan -- Potentials of steel fibres for Mesh Mould elements, by P. …”
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Collaboration Across Boundaries for Social-Ecological Systems Science Experiences Around the World /

İçindekiler: “…Ates, Edward Castaneda-Moya, Arthur J. Gold, Todd Guilfoos, Mario F. Hernandez, Razack Lokina, Mwita M. …”
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Strain-Hardening Cement-Based Composites SHCC4 /

İçindekiler: “…Ulzurrún -- Effect of steel fiber on the behavior of circular steel tube confined UHPC columns under axial loading, by An Le Hoang, Ekkehard Fehling -- Comparative flexural and tensile behaviours of ultra-high performance fibre reinforced concrete with different steel fibres, by Huy Hoang Kim, Viet Tue Nguyen -- Pseudo Strain Hardening Behavior of Reinforced UHPFRC Member under Uniaxial Tension, by Kazunari Sasaki, Ryota Mori, Minoru Kunieda -- Simulation of Scattering of Bending Characteristics of FRCC Based on Bridging Law Considering Fiber Distribution, by Toshiyuki Kanakubo, Keisuke Watanabe, Yuriko Ozu -- Analysis and Design Procedures for Strain Hardening Flexural Beam and Panel, by Yiming Yao, Narayanan Neithalath, Barzin Mobasher -- Comparison of double-lap/double-prism and single-lap/single-prism shear tests for the TRM-to-masonry bond assessment, by P.D. …”
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