HPFRCC-7.

doi:10.51202/9783816793977

HPFRCC-7.

Proceedings of the 7th RILEM Workshop on High Performance Fiber Reinforced Cement Composites.

1. Edition 2015

Partial access

doi.org/10.51202/9783816793977
ISBN print: 978-3-8167-9396-0
ISBN online: 978-3-8167-9397-7
Fraunhofer IRB Verlag, Stuttgart Fraunhofer IRB Verlag, Stuttgart

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Zusammenfassung

Zementgebundene Hochleistungsfaserverbundwerkstoffe (engl. High Performance Fiber Reinforced Cement Composites, HPFRCC) stellen eine Klasse von Zementkompositen dar, die dehnungsverfestigend sind, eine hohe Bruchdehnung aufweisen und vor Erreichen der Höchstlast zahlreiche Risse zeigen. Neben dieser mechanischen Definition können weitere Merkmale Höchstleistung charakterisieren, wie z. B. gute Verarbeitbarkeit, Dauerhaftigkeit und Robustheit. Der Hauptanlass dieses internationalen Workshops war, eine hochkarätige Plattform für neueste Ergebnisse und Entwicklungen auf dem Gebiet von HPFRCC zu schaffen. Über 60 Beiträge von leitenden Weltexperten sind in diesem Band vertreten, die den Stand der Forschung wiedergeben. Einzelkapitel betreffen den frischen und erhärtenden Zustand, Selbstverdichtende Komposite, interne Nachbehandlung und Selbstheilung, mechanisches Verhalten unter Zug, Druck und Schub, kombinierte Wirkungen von Last und Klima, Ermüdung, Impact, Brand, konstruktive Anwendungen, Verstärkung. Einige Beiträge befassen sich auch mit Textilbeton und Höchstleistungskompositen.

Abstract

Zementgebundene Hochleistungsfaserverbundwerkstoffe (engl. High Performance Fiber Reinforced Cement Composites, HPFRCC) stellen eine Klasse von Zementkompositen dar, die dehnungsverfestigend sind, eine hohe Bruchdehnung aufweisen und vor Erreichen der Höchstlast zahlreiche Risse zeigen. Neben dieser mechanischen Definition können weitere Merkmale Höchstleistung charakterisieren, wie z. B. gute Verarbeitbarkeit, Dauerhaftigkeit und Robustheit. Der Hauptanlass dieses internationalen Workshops war, eine hochkarätige Plattform für neueste Ergebnisse und Entwicklungen auf dem Gebiet von HPFRCC zu schaffen. Über 60 Beiträge von leitenden Weltexperten sind in diesem Band vertreten, die den Stand der Forschung wiedergeben. Einzelkapitel betreffen den frischen und erhärtenden Zustand, Selbstverdichtende Komposite, interne Nachbehandlung und Selbstheilung, mechanisches Verhalten unter Zug, Druck und Schub, kombinierte Wirkungen von Last und Klima, Ermüdung, Impact, Brand, konstruktive Anwendungen, Verstärkung. Einige Beiträge befassen sich auch mit Textilbeton und Höchstleistungskompositen.

Schlagworte

Baustoff Faserbeton Hochleistungsbeton Faserverbundwerkstoff Verbundwerkstoff Faserverstärkung Textilbeton Selbstverdichtender Beton Tragverhalten Nachbehandlung Selbstheilung Verarbeitbarkeit Dauerhaftigkeit Festigkeitsverhalten Druckfestigkeit Zugfestigkeit Konferenz Fachtagung Studenten Forscher Faserhersteller Bauindustrie Materialwissenschaftler Ingenieure Universitäten

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I–2 Titelei/Inhaltsverzeichnis I–2
3–10 1 International workshop series on High Performance Fiber Reinforced Cement Composites (HPFRCC): History and Evolution A.E. Naaman, H.W. Reinhardt A.E. Naaman, H.W. Reinhardt 3–10
13–68 Part 1: Production of HPFRCC and TRC 13–68
- 13–20 2 Improving the first crack behaviour of textile reinforced concrete W. Brameshuber, M. Hinzen W. Brameshuber, M. Hinzen 13–20
- 21–28 3 A compound for the production of high and ultra-high performance concrete P. Hadl, H. Kim, N.-V. Tue P. Hadl, H. Kim, N.-V. Tue 21–28
- 29–36 4 Increased efficiency of column strengthening with TRC by addition of short fibres in the fine-grained concrete matrix R. Ortlepp R. Ortlepp 29–36
- 37–44 5 Mix design and basic properties of a new UHPFRC featuring portland-limestone cement B. Shao, P. Gauvreau B. Shao, P. Gauvreau 37–44
- 45–52 6 Effect of mineral admixtures on the properties of a sustainable ultra-high performance concrete (UHPC) R. Yu, P. Spiesz, H.J.H. Brouwers R. Yu, P. Spiesz, H.J.H. Brouwers 45–52
- 53–60 7 Sustainable development of an ultra-high performance fibre reinforced concrete (UHPFRC): towards an efficient utilization of fibres R. Yu, P. Spiesz, H.J.H. Brouwers R. Yu, P. Spiesz, H.J.H. Brouwers 53–60
- 61–68 8 Modifying carbon roving-cement matrix bond by inorganic coating A. Peled, V. Mechtcherine, D. Nicke, S. Hempel A. Peled, V. Mechtcherine, D. Nicke, S. Hempel 61–68
71–126 Part 2: Properties of HPFRCC and UHPC 71–126
- 71–78 9 Autogeneous self healing of high performance fibre reinforced cementitious composites L. Ferrara, M. Geminiani, R. Gorlezza, V. Krelani, M. Roig-Flores, G. Sanchez-Arevalo, P. Serna Ros L. Ferrara, M. Geminiani, R. Gorlezza, V. Krelani, M. Roig-Flores, G. Sanchez-Arevalo, P. Serna Ros 71–78
- 79–86 10 Performance characteristics of HPDSP concrete: an overview S.K. Swar, S.K. Sharma, H.K. Sharma S.K. Swar, S.K. Sharma, H.K. Sharma 79–86
- 87–94 11 Development of a high-performance fiber-reinforced cement composite for large scale processing L.F. Maya Duque, A.M. Nuñez López L.F. Maya Duque, A.M. Nuñez López 87–94
- 95–102 12 The effect of fiber content and aggregate type on the performance of UHPC G. Agranati, A. Katz G. Agranati, A. Katz 95–102
- 103–110 13 Tensile characterization of sustainable ultra-high performance fibre reinforced concrete containing GGBS J. Xia, R. Tao, Y. Ma J. Xia, R. Tao, Y. Ma 103–110
- 111–118 14 Probabilistic micromechanical model of engineered cementitious composites (ECC) J. Li, E.-H. Yang J. Li, E.-H. Yang 111–118
- 119–126 15 Influence of steel fiber content on fracture energy of HPFRCC P. Zhang, W. Ma, F.H. Wittmann, W. Wang, T. Zhao P. Zhang, W. Ma, F.H. Wittmann, W. Wang, T. Zhao 119–126
129–224 Part 3: Testing methods 129–224
- 129–136 16 Assessment of constitutive model for ultra-high performance fiber reinforced cement composites using the Barcelona test A. Blanco, S.H.P. Cavalaro, E. Galeote, A. Aguado A. Blanco, S.H.P. Cavalaro, E. Galeote, A. Aguado 129–136
- 137–144 14 Determination of fibre orientation factor in high and ultra-high-performance fibrereinforced self-compacting concrete B.L. Karihaloo, S. Kulasegaram B.L. Karihaloo, S. Kulasegaram 137–144
- 145–152 18 Rough concrete surfaces for strengthening and retrofitting – 3D Model of roughening process for description of concrete surface geometry R. Ortlepp R. Ortlepp 145–152
- 153–160 19 On the application of dispersed fibres as reinforcement for concrete shields against radiation A.M. Brandt, D. Jóźwiak-Niedźwiedzka A.M. Brandt, D. Jóźwiak-Niedźwiedzka 153–160
- 161–168 20 Concrete with superabsorbent polymer fiber A. Assmann, H.W. Reinhardt A. Assmann, H.W. Reinhardt 161–168
- 169–176 21 Water penetration into HPFRCC under imposed strain P. Zhang, F.H. Wittmann, P. Wang, T. Zhao P. Zhang, F.H. Wittmann, P. Wang, T. Zhao 169–176
- 177–184 22 Size effect on the flexural performance of ultra high performance fiber reinforced concrete (UHPFRC) S.A. Paschalis, A.P. Lampropoulos S.A. Paschalis, A.P. Lampropoulos 177–184
- 185–192 23 Comparison between inverse analysis procedure results and experimental measurements obtained from UHPFRC four-point bending tests J.Á. López, P. Serna, J. Navarro-Gregori, H. Coll J.Á. López, P. Serna, J. Navarro-Gregori, H. Coll 185–192
- 193–200 24 Mechanical properties of a highly flowable ultra-high-performance fiber-reinforced concrete mixture considering large-size effects P. Aghdasi, G. Palacios, A.E. Heid, S.-H. Chao P. Aghdasi, G. Palacios, A.E. Heid, S.-H. Chao 193–200
- 201–208 25 On the chemo-mechanical behavior of basalt textile reinforced refractory concrete under high temperatures D.A.S. Rambo, F.A. Silva, R.D. Toledo, O.F.M. Gomes D.A.S. Rambo, F.A. Silva, R.D. Toledo, O.F.M. Gomes 201–208
- 209–216 26 Quantification of tensile response of UHP-FRC L.F. Maya Duque, B.A. Graybeal L.F. Maya Duque, B.A. Graybeal 209–216
- 217–224 27 Ultra high performance fiber reinforced concrete under impact loading D.-Y. Yoo, N. Banthia, Y.-S. Yoon D.-Y. Yoo, N. Banthia, Y.-S. Yoon 217–224
227–282 Part 4: Durability and sustainability 227–282
- 227–234 28 Durability performance of strain hardening fiber reinforced concrete Y. Shao, L. Jiang, Z. He Y. Shao, L. Jiang, Z. He 227–234
- 235–242 29 Self-healing capacity of a strain-hardening cement-based composite (SHCC) with bacteria M.G. Sierra Beltran, H.M. Jonkers, E. Schlangen M.G. Sierra Beltran, H.M. Jonkers, E. Schlangen 235–242
- 243–250 30 Influence of imposed compressive stress and subsequent self-healing on capillary absorption and chloride penetration into UHPFRCC P. Wang, X. Yao, F.H. Wittmann, P. Zhang, T. Zhao P. Wang, X. Yao, F.H. Wittmann, P. Zhang, T. Zhao 243–250
- 251–258 31 Influence of an imposed tensile stress and subsequent self-healing on capillary absorption and chloride penetration into HPFRCC F.H. Wittmann, X. Yao, P. Wang, P. Zhang, T. Zhao F.H. Wittmann, X. Yao, P. Wang, P. Zhang, T. Zhao 251–258
- 259–266 32 Development of engineered cementitious composites with local material ingredients H. Ma, S. Qian, V.C Li H. Ma, S. Qian, V.C Li 259–266
- 267–274 33 Mineral building material stock of buildings and infrastructures in Germany and flows as indicators for recycling potentials R. Ortlepp, G. Schiller R. Ortlepp, G. Schiller 267–274
- 275–282 34 Fiber-reinforced high–performance concretes exposed to high temperature: materials behavior and structural implications F. Lo Monte, P.G. Gambarova, Z. Xu, Y. Li F. Lo Monte, P.G. Gambarova, Z. Xu, Y. Li 275–282
285–340 Part 5: Special loading conditions (impact, cyclic and seismic) 285–340
- 285–292 35 Study on deformation of a reinforced concrete bridge pier constructed using highstrength reinforcing bars and high performance material K. Kosa K. Kosa 285–292
- 293–300 36 Behaviour of high strength strain-hardening cement-based composites (HS-SHCC) subjected to impact loading I. Curosu, V. Mechtcherine I. Curosu, V. Mechtcherine 293–300
- 301–308 37 Tensile behavior and durability of high performance fiber reinforced concrete S. Pyo, S.H. Cheong S. Pyo, S.H. Cheong 301–308
- 309–316 38 Micromechanics-based study on fatigue failure of engineered cementitious composites J. Qiu, E.-H. Yang J. Qiu, E.-H. Yang 309–316
- 317–324 39 Impact behaviour of high performance glass fibre reinforced cement composite laminates J. Wastiels, J. Van Ackeren, D. Van Nuffel, W. Van Paepegem J. Wastiels, J. Van Ackeren, D. Van Nuffel, W. Van Paepegem 317–324
- 325–332 40 Penetration and explosion of ultra-high performance fiber reinforced cement composite subjected to impact L. Jianzhong, Z. Yaoyong, W. Huifang L. Jianzhong, Z. Yaoyong, W. Huifang 325–332
- 333–340 41 Behaviour of strain-hardening cement-based composites (SHCC) subject to cyclic loading S. Müller, V. Mechtcherine, M. Zydek S. Müller, V. Mechtcherine, M. Zydek 333–340
343–398 Part 6: Bending and shear 343–398
- 343–350 42 Experimental studies to determine the flexural and cracking performance of hybrid steel-mesh and polyolefin-fiber reinforced cementitious composites P.B. Sakthivel, A. Ravichandran, N. Alagumurthi P.B. Sakthivel, A. Ravichandran, N. Alagumurthi 343–350
- 351–358 43 Hybrid steel fiber reinforced concrete panels in shear: experimental investigation S.G. Chasioti, F.J. Vecchio S.G. Chasioti, F.J. Vecchio 351–358
- 359–366 44 Interfacial bond tailoring for crack width reduction in high strength-high ductility concrete (HSHDC) R. Ranade, V.C. Li R. Ranade, V.C. Li 359–366
- 367–374 45 Effect of deformation history on steel-reinforced HPFRCC flexural member behavior T.E. Frank, M.D. Lepech, S.L. Billington T.E. Frank, M.D. Lepech, S.L. Billington 367–374
- 375–382 46 Investigation of the size effect in shear of steel fiber reinforced concrete (SFRC) slender beams M. Zarrinpour, J.-S. Cho, S.-H. Chao M. Zarrinpour, J.-S. Cho, S.-H. Chao 375–382
- 383–390 47 Bending behavior of precast bridge slabs in UHPFRC under static and cyclic loadings J.-P. Charron, F. Lachance, B. Massicotte J.-P. Charron, F. Lachance, B. Massicotte 383–390
- 391–398 48 Stability of reinforcing bars in steel fiber reinforced concrete flexural members L. Monfardini, R.D. Lequesne, F. Minelli, G.J. Parra Montesinos, J.A. Pincheira L. Monfardini, R.D. Lequesne, F. Minelli, G.J. Parra Montesinos, J.A. Pincheira 391–398
401–504 Part 7: Structural applications 401–504
- 401–408 49 Performance of full-scale ultra-high performance fiber-reinforced concrete (UHPFRC) column subjected to extreme earthquake-type loading G. Palacios, S.-H. Chao, A. Nojavan, A. Schultz G. Palacios, S.-H. Chao, A. Nojavan, A. Schultz 401–408
- 409–416 50 Seismic performance of full-scale high-performance fiber-reinforced (HPFRC) special moment frame slab-beam-column subassemblage using joints as the major energy dissipation source Y.-J. Choi, S.-H. Chao Y.-J. Choi, S.-H. Chao 409–416
- 417–424 51 Tension stiffening effect of reinforced high-performance fiber-reinforced cementitious composites W. Nguyen, G.G. Jen, W. Trono, D.M. Moreno, S.L. Billington, C.P. Ostertag W. Nguyen, G.G. Jen, W. Trono, D.M. Moreno, S.L. Billington, C.P. Ostertag 417–424
- 425–432 52 Finite element analysis of test configurations for identification of interface parameters in layered FRCC systems T. Sajdlová, P. Kabele T. Sajdlová, P. Kabele 425–432
- 433–440 53 UHP-FRC connections: delivering innovation and enhancing performance B.A. Graybeal B.A. Graybeal 433–440
- 441–448 54 Demountable construction for sustainable buildings S. Ortlepp, R. Masou, R. Ortlepp S. Ortlepp, R. Masou, R. Ortlepp 441–448
- 449–456 55 Cable stayed footbridge made of UHPC J.L. Vitek, M. Kalný, R. Coufal J.L. Vitek, M. Kalný, R. Coufal 449–456
- 457–464 56 Impact of reinforcement ratio on deformation capacity of reinforced highperformance fiber-reinforced cementitious composites M.J. Bandelt, S.L. Billington M.J. Bandelt, S.L. Billington 457–464
- 465–472 57 Jacketing of existing piers: evaluation of the risk of cracking due to hydration heat when different types of application techniques are used F. Macobatti, C. Zanotti, A. Meda, G. Plizzari F. Macobatti, C. Zanotti, A. Meda, G. Plizzari 465–472
- 473–480 58 Cast-on site UHPFRC for improvement of existing structures – achievements over the last 10 years in practice and research E. Denarié, E. Brühwiler E. Denarié, E. Brühwiler 473–480
- 481–488 59 Modeling the load-deformation response of FRC structural members I. Paegle, G. Fischer I. Paegle, G. Fischer 481–488
- 489–496 60 HPFRCC beams in innovative elevated slabs: experimental characterization and modeling M.C. Rampini, G. Zani, M. Colombo, M. di Prisco M.C. Rampini, G. Zani, M. Colombo, M. di Prisco 489–496
- 497–504 61 Influence of HPFRCC on corrosion initiation and corrosion propagation G.G. Jen, W.L. Nguyen, C.P. Ostertag G.G. Jen, W.L. Nguyen, C.P. Ostertag 497–504
505–506 Author index 505–506
507–510 Subject index 507–510

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