책 이미지
책 정보
· 분류 : 외국도서 > 컴퓨터 > CAD-CAM
· ISBN : 9789401778176
· 쪽수 : 559쪽
· 출판일 : 2016-08-23
목차
Dedication.- Preface.- Workshop.- Acknowledgements.- Part 1: Composite properties in the fresh and hardened states;1 Strength dependent tensile behavior of strain hardening fiber reinforced concrete, by D.J. Kim, K. Wille, A.E. Naaman, S. El-Tawil.- 2 Tailoring SHCC made of steel cords and plastic fibers, by A. P. Fantilli, H. Mihashi, T. Naganuma, T. Nishiwaki.- 3 Model of hooked steel fibers reinforced concrete under tension, by C. Sujivorakul.- 4 Use of double punch test to evaluate the mechanical performance of fiber reinforced concrete, by S.-H. Chao, N. Karki, J.-S. Cho, R. Waweru.- 5 Determining specimen size influences on FRC response using the digital image correlation technique, by L.N. Talboys, A.S. Lubell, V.S. Bindiganavile.- 6 Connecting non-destructive fiber dispersion measurements with tensile HPFRCC behavior, by L. Ferrara, M. Faifer, M. Muhaxheri, S. Toscani,R. Ottoboni.- 7 Improved tensile performance with fiber reinforced self-compacting concrete, by S. Grunewald, F. Laranjeira, J. Walraven, A. Aguado,C. Molins.- 8 The impact of rheology on the mechanical performanceof steel fiber reinforced concrete, by G.P.A.G. van Zijl, S. Zeranka.- 9 Quantification of fresh and mechanical properties of HFRCC by excess paste thickness, by H. Mihashi, N. Ishikawa.- 10 An investigation of mechanical properties of jute fiber-reinforced concrete, by J. Kim, C. Park, Y. Choi, H. Lee, G. Song.- 11 Back-calculation of tensile properties of strain softening and hardening cement composites, by M. Bakhshi, C. Barsby, B. Mobasher.- 12 Basis of a finite-element simulation tool to predict the flexural behavior of SFRC prisms,by T. Soetens, S. Matthys, L. Taerwe, A. Van Gysel.- 13 Multifunctional carbon black engineered cementitious composites for the protection of critical infrastructure, by M. Li, V. Lin, J. Lynch, V.C. Li.- 14 Effects of fiber dispersion and flaw size distribution on the composite properties of PVA-ECC, by R. Ranade, M.D. Stults, B. Lee, V.C. Li.- Part 2: Bond and pull-out mechanisms.- 15 Groups of physical parameters influencing the three stages pull-out behavior of glass multi-filament yarns embedded in micro-concrete, by H. Aljewifi, B. Fiorio, J-L. Gallias.- 16 Tailor-made steel fiber reinforced ultra high performance concrete - single fiber pull-out, bending capacity and fracture toughness, by T. Stengel, X. Lin, P. Schießl, C. Gehlen.- 17 Study on size effect in bond splitting behavior of ECC, by K. Asano, T. Kanakubo.- 18 Experimental and nonlinear finite element analysis of fiber-cementitious matrix bond-slip mechanism, by C. S. Chin, R. Y. Xiao.- Part 3: Durability.- 19 Self-healing of engineered cementitious composites in the natural environment, by E. Herbert, V.C. Li.- 20 Resistance to corrosion induced cracking in self consolidating hybrid fiber reinforced concrete, by G. Jen, C.P. Ostertag.- 21 Basic creep under compression and direct tension loads of self-compacting-steel fibers reinforced concrete, by E. Marangon, R.D. Toledo Filho, E.M.R. Fairbairn.- 22 Hot and residual behavior of steel fiber-reinforced structural shotcrete exposed to high temperature, by P. Bamonte, P.G. Gambarova, A. Nafarieh.- Part 4: Structural elements: design, detailing, shear, tension stiffening.- 23 Optimization of HPFRCC-structures with innovative computational methods, by S. Grunewald, M. Flint, H. Han, J. Coenders, J.C. Walraven.- 24 Structural applications of hybrid fiber engineered cementitious composites - a review, by M. Maalej.- 25 D-zones in HPFRC, by M. Colombo, M. di Prisco.- 26 Effect of fiber reinforced concrete in members with highly complex stress fields, by S.-H. Chao, T. Pareek, D.R. Sahoo.- 27 Towards a design model for steel fiber reinforced concrete in bending, by G.P.A.G. van Zijl, P.B. Mbewe.- 28 Shear crack formation and propagation in fiber reinforced cementitious composites (FRCC), by I. Paegle, G. Fischer.- 29 Effects of shear transfer on the directions of principal strain field in cracked conc














