Engineering a Concrete Future: Technology, Modeling & … · 2018. 7. 17. · fib Symposium...

TECHNION - Israel Instituteof TechnologyThe Faculty of Civil and Environmental Engineering

Israeli Association ofConstruction

& Infrastructure Engineers

Jib Symposium

TEL-AVIV 2013

Engineering a Concrete Future:

Technology, Modeling & Construction

Proceedings

Edited by

Avraham N. Dancygier

Faculty of Civil and Environmental EngineeringTechnion - Israel Institute ofTechnology

22-24 April 201 3 | Dan Panorama Hotel | Tel-Aviv, Israel

Jib Symposium | TEL-AVIV 201 3

Table of Contents

Table of Contents

Plenary Lectures

Seismic Analyses of Damageable Concrete Structures 3

AndreiM. Reinhorn

University at Buffalo-SUNY, Buffalo, NY, USA

Construction with Concrete in an Era ofEnvironmental Constraints 13

Arnon Bentu

Technion - Israel Institute ofTechnology, Israel

Superiority of Concrete Material in Tall Slender Structures

Silvian Marcus

WSP Cantor Seinuk, New York, NY, USA

17

The European approach to seismic engineering and codification for concrete structures 29

Michael N. Fardi

University ofPatras, Greece

Topic 1. Advanced and innovative cementitious materials and concrete

Tailor-made nano materials for improved matrix characteristics 45

of cement-based systems in view of corrosion control

Klaas van Breugel^,Dessie. A. Koleva\fia Hu^1 T

TU Delft, Netherlands, South China University ofTechnology, China

Carbon nanotube cement-based sensors for dynamic monitoring of concrete structures 49

Luigi Materazzi,Filippo Ubertini,Antonella D'Alessandro

Department ofCivil and Environmental Engineering - University of Perugia

Creep and shrinkage of high performance lightweight aggregate concrete 53

Muller, Harald5. and Kvitsel, Vladislav

Karlsruhe Institute ofTechnology (KIT) Materials Testing and Research Institute (MPA Karlsruhe)

Strengthening of concrete elements by layer oftextile impregnated cement matrix 57

Alva Peled^,Michael Tsesarsky^Amnon Katz^JdoAnteby*IT O

Ben Gurion University of the Negev, Technion - Israel Institute of Technology, Ben Gurion University of

the Negev

High-temperature behavior of reduced-mass concrete containing expanded-

polystyrene syntherized (EPS) Particles 61

Patrick Bamonte\Pietro G. Gambarova^Francesco Lo Monte ^Marisa Pecce^1 1Politecnico di Milano, Milan, Italy, Universita del Sannio, Benevento, Italy

Reinforced concrete columns incorporating glass powder under concentric axial loading 65

Arame Niang,Nathalie Roy,Arezki Tagnit-Hamou

Universite de Sherbrooke

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Full scale tests with lightweight woodchip concrete in composite slab constructions 69

Andreas May and Daniele Waldmann

University of Luxembourg

The influence of agressive chemical environment on behaviour of high performancefibre reinforced concrete in condition of long-term bending performance 73

Peter Pauh'k and Igor Hudoba

Slovak University ofTechnology Bratislava

Delayed ettringite formation - outcomes of laboratory investigations carried out on protective

treatments 77

Linger Lionel^LavaudStephane^,Divet Lo'iC*,BoutHlon Laurent1VINCI Construction Grands Projets, 2IFSTTAR

New high performance foamed concrete 81

Frangois Jacquemot,Philippe Francisco,Patrick Rougeau

CERIB

Characteristics and application possibilities of new CEM V cement types 85

Klaus Vo/t',KonradBergmeister\lvan Janotkc?,Herbert Zeller^1

University of Natural Resources and Life Sciences Vienna, Institute for Structural Engineering,~) 3

Vienna, Building, Testing and Research Institute (TSUS), Bratislava, Slovakia, Schretter & Cie GmbH & Co

KG, Vils/Tyrol, Austria

Admixture and filler technologies for producing environmentallyfriendly concretes 89

Amnon KatzandArnon Bentur

Technion - Israel Institute ofTechnology

A study on factors affecting the cores strength of self-consolidating concrete 93

Una Rojas-Henao\ia\me Ferndndez-Gomez^Juan Carlos Lopez-AguP,GalitAgranatiLandsberger^1 ~) 3Universidad Politecnica de Madrid, IECA, Technion - Israel Institute of Technology

Influence of curing conditions on the mechanical and durability properties of concretes made with

mineral lightweight aggregates 97

Latifou Bello,Philippe Francisco,Patrick RougeaufrangoisJacquemot

CERIB

Alkali-activated mortars reinforced with steel fibers 101

Luis Ferreira \hlugo Costa*,EduardoJulio^11CIST & DEC FCTUC, 2ICIST& ISEC-IPC, 3ICIST & DECivil 1ST UTL

Hybrid fabrics as reinforcements for cement-based elements 105

Zvi Cohen\Alva Peled^Barzin Mobasher^1 2Ben Gurion University, Arizona State University

Application of recycled concrete aggregates containing waste glass powder/suspension and bottom ash

as a cement component in concrete 109

Patricija Kara

Riga Technical University

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Uhpc - assessment ofsteel fibre distribution and matrix homogeneity 113

Jiri Kolisko1Milan Rydval2\PetrHunka31 2 3director, doctoral student, research assistant

New generation of high performance cements for special concrete

Vyatcheslav Falikman ,Nicolai Bashlykov2,Andrey Zvezdov31 2 3Structural Concrete Association, Polirelaks Ltd., S&R Center "Construction"

117

Experience with and potential of bacteria for self-healing concrete (*) 121

Henk. M. Jonkers,Virgini Wiktor,Klaas van Breugel

TU Delft

Textile reinforced concrete - practical applications (*)

Michael Frenzel,Daniel Ehlig,Frank Schladitz,Manfred Curbach

Technische Universitat Dresden

123

Topic 2. Constitutive modelling of cementitious and composite materials

Analytical and experimental compressive behavior of internally and externally confined reinforced-

concrete columns 127

Rami Eid,Rina Farhat,Nicolae Gluck,Uri Tzadka

SCE - Shamoon College of Engineering

Influence of concrete cover on the anchoring length of FRP reinforcement 131

David Horak and PetrStepanek

Brno University ofTechnology

Multi-level optimization of input parameters for modeling of fibre reinforced concrete 135

Radomi'r Pukl^Jereza Sajdlova \David Lehky2,Drahomk Novak21 - 2Cervenka Consulting, BUT Brno

Characterisation ofthe tensile material properties of UHPFRC 139

NorbertRandl.Sandra Ofner,Friedrich Dauber

Carinthia University of Applied Sciences

Modeling of concrete behavior under severe triaxial load (*) 1437 7 7 7 2

LaurentDaudeville ,Xuan-Dung Vu ,Yann Malecot ,Matthieu Briffaut ,Bertrand Cireei 2University Joseph Fourier, IRSN

Discrete element modeling ofconcrete undertriaxial loading based on X-raytomographic images (*) 145

LaurentDaudeville\Ewa Piotrowska ^Philippe Marin2,Yann Malecot1 2

University Joseph Fourier, Institut Polytechnique Grenoble

Combination of autogenous and drying shrinkage of traditional concrete mixtures (*) 147

klaas van Breugel,Renee M. Mors,W.J.(Jeanette) Bouwmeester-van den Bos

TU Delft

(*) Abstract (the fullpaper is included in thee-proceedings)

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Analysis of multiple cracking in textile reinforced concrete (*) 149

Miroslav Vofechovsky^Rostislav Chudoba^,RostislavRypfiJosefHegger21 n

Institute of Structural Mechanics, VUT Brno, Czech Republic, Instiute ofStructural Concrete, RWTH Aachen,

Germany

Topic 3. Design concepts and structural modeling

Safety evaluation in concrete structures 153

Diego Lorenzo Allaix,Vincenzo llario Carbone,Giuseppe Mancini

Politecnico di Torino, Torino, Italy

Tensile membrane actions in concrete slabs: Investigation ofthe influence of reinforcement curtailment

based on a real-scale test set-up 157

Dirk GouverneurrRobby Caspeele,Luc Taerwe,Ruben Van Coile

Ghent University, Department of Structural Engineering

Measurement of drying shrinkage strain with full-scale test specimens for a PC box girderHitoshi KOBAYASHl'jsutomu SAKIMOTOpJakashi FUJII3JoshikiAYANO3Joyo MIYAGAWA4i 2P.S.Mitsubishi Construction Co.,Ltd., Ministry of Land, Infrastructure, Transport and Tourism,

4University, Kyoto University

161

^Okayama

Topology optimization procedures for reinforced concrete design 165

OdedAmir


Shear force and local punching resistance of slim biaxial hollow core floor slabs with flattened void

formers 169

ChristianAlbrecht^AndrejAlbert2,Jurgen Schnell^1Institute of Concrete Structures and Structural Engineering, Technische Universitat Kaiserslautern,

2Paul-Ehrlich-StraRe, D-67663 Kaiserslautern, Germany, Department of Civil

Engineering, Hochschule Bochum, LennershofstraBe 140, D-44801 Bochum, Germany

Seismic and compressive behavior of high-strength and fiber-reinforced concrete columns 173

Rami Eid1 andPatrick Paultre21 2SCE - Shamoon College of Engineering, University of Sherbrooke

Design and displacements of precast concrete shear wall structures 177

ir. D.C. van Keulen7 andProf. Dipl.-lng J.NJ.A. Vambersky2h\J Delft / Ingenieursstudio DCK, 2TU Delft / Jan Vambersky BV

Life cycle structural modeling deterministic &probabilistic performance prediction 181

AlfredStrauss,Konrad Bergmeister,Hirut Grossberger

Department of Civil Engineering and Natural Hazards, University of Natural Resources and Life Sciences,

Vienna, Austria

(*) Abstract (the fullpaperis included in the e-proceedings)

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High speed railroad bridges. Conception, bases of design, typological possibilities and construction

methods 185

Hugo Cones Peiretti^Alejandro Perez Caldentey^,FreddyArinezFernandez*I T

Prof. Dr. Civil Engineer. Polytechnic University of Madrid. FHECOR Consulting Engineers., Prof. PhD Civil

3Engineer. Polytechnic University of Madrid (UPM). FHECOR Consultant Engineers, Researcher. Polytechnic

University of Madrid

Optimum reinforcement design in concrete membrane element 189

Gabriele Bertagnoli,Luca Giordano,Giuseppe Mancini[Francesco Tondolo

Politecnico di Torino

Thin walled elements made of uhpfrc - connection and load transfer by the use of implants 193

Jan Mittelstddtand WernerSobek

University of Stuttgart - ILEK

Experimental and Numerical Investigations of Sandwich Wall Panels with HPC-Facings 197

Frank Muller,Christian Kohlmeyerjurgen Schnell

TU Kaiserslautern

Probabilistic approach to the global resistance factors for reinforced concrete members 201

Milan Holicky and Miroslav Sykora

CTU in Prague

Two layer high performance concrete beams for bridges 205

lakovIskhakovand Yuri Ribakov

Ariel University Center of Samaria

Experimental testing and numerical modelling offoundation slab in interaction with subsoil 209

Radim Cajka\Pavlina Mateckova ^Vojtech Buchta \KamilBurkovic^1 2Faculty of Civil Engineering, VSBTU Ostrava, Arming, pspol. s r.o., Designing and building company,

Ostrava, Czech Republic

Influence of construction site conditions on the properties of hardened concrete 213

Jesko Gerlach ^Michael Werner^,Ludger Lohaus^,Thomas Steinborn^1 2Institute of Building Materials Science, Leibniz Universitat Hannover, Institute of Building Materials

Tensile behavior of fibrous concrete with conventional reinforcement - a theoretical study 217

Yuri KarinskiandAvraham Dancygier


Uncertainties of resistance models for reinforced concrete structures 2211 2 1

Miroslav Sykora ,Vladimir Cervenkcr,Milan Holicky1 2CTU in Prague, Cervenka Consultinga, s r.o.

Comparison between brazilian and french code specifications ofverification of bondedand unbonded prestressed concrete members 225

Paula Manica Lazzari,Americo Campos Filho,Francisco de Paula Simoes Lopes Gastal

UFRGS

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Behavior of headed bars at cut-off points in reinforced concrete beams 2297 12

Sung-Gul Hong ,Eo-Jin Lee ,Sung-Chul Chun1 PSeoul National University, Mokpo National University

ULS and SLS behaviour of UHP(FR)C beams with high strength reinforcement 233

Norbert Randl and Csaba Simon

Carinthia University of Applied Sciences

Evolutionary construction of cable stayed Bridges: determination of stay forces

by energy Minimization 2377 7 7 3

Jose Antonio Lozano-Galant ,Lidia Ruiz-Ripoll ,lgnacio Payd-Zaforteza ,Jose Turmo1 2Universidad de Castilla-La Mancha, Spain, Universidad Politecnica de Valencia,

3

ICITECH, Universidad Politecnica de Barcelona, BarcelonaTech

Numerical and experimental investigation of structural members made from RC and SFRC 241

Radomi'rPukl1,Petr Havldsek1,Petr Vftel^Jan Vitek2Miroslav Vokdc3\PetrBouska3\Matous Hilar4

^Cervenka Consulting, ^Metrostav, a.s., ^Klokner Institute CTU, 43G Consulting Engineers

Bracing and stability of smaller concrete arch bridgesPhilippe Van Bogaert

Ghent University

245

Ductility of lightweight aggregate concrete structures 249

Jan Arve 0verli^ and ToreMyrlandJensen2

1Dr.ing, 2MSc

Methodology for updating nonlinear structural models through experimental data acquisition 253

JoseMatos ,lsabel Valente^,Luis Neves2,Paulo Cruz^i 2Minho University, Nova University of Lisbon

Ounkerque LNGTerminal: tanks design (*) 257

Louis MARRACCI

BouyguesTravaux Publics

Restraint of Concrete Structures during Underground Construction (*) 259

Wei Jiang,Yong Yuan,Zhenghong Yang

Tongji Univerisity

Proposed simplified procedure for safety factor scaling for various life cycle (*) 261

EliezerShamir

Shamir Posner Brown Engineers, Israel

Topic 4. Punching and shear in RC and in PC (prestressed concrete)

Mechanical behavior and repair and strengthening method of RC beams

having anchorage corrosion 265

Koji Matsumoto ,Mai Saka^Mokoto Mori^Junichiro Niwa'1 2Tokyo Institute ofTechnology, Asahi Kasei Corporation

VI(*) Abstract (the full paper is included in thee-proceedings)


Table of Contents

Test results of punching shear on 500 mm thick reinforced concrete slabs 269

Evan BentzandRobertNetopilik

University ofToronto

Shear strength of over 50 years old post-tensioned concrete bridge girders 273

Patrick Huber,Anton Schweighoferjohann Kollegger

Vienna University ofTechnology

Shear and flexure behaviour of shallow-wide beams reinforced with steel fibres 277

Antonio Conforti,Fausto Minelli,Giovanni Plizzari

University of Brescia

Development of a design proposal for a flat slab strengthening system using prestress with anchorages

by bonding 281

Duarte Faria,Vdlter Lucio,Ant6nio Ramos

Faculdade de Ciencias e Tecnologia/Universidade Nova de Lisboa

Shear enhancement in short-span beams with multiple point loads 285

Robert Vollum and Libin Fang

Imperial College London

Punching shear strength of pc slabs 289

Thibault Clement, Aurelio Muttoni\ Juan Sagaseta Albajar21 . yEcole Polytechnique Federale de Lausanne, University of Surrey

One-way Shear Behaviour of Large Footings 293

Almila Uzel^Evan C. Bentz2,Michael P. Collins21 2Yeditepe University, University ofToronto

Shear capacity of slabs under a combination of loads 297

Eva Olivia Leontien Lantsoght,Cor van der Veenjoost C. Walraven

Delft University ofTechnology

Punching shear behavior of slabs in lightweight green concrete 301

Alberto Meda \zila Rinaldi^Francesca Simonelli2,Francesco Nerill?1 2 3

University of Rome "Tor Vergata", ENCO srl, University of Rome "Tor Verg

Assessment ofshear strength for existing bridges with low amounts of shear reinforcement 305

Michael Rupf,Miguel Fernandez Ruiz,Aurelio Muttoni

Ecole Polytechnique Federale de Lausanne

Failure analysis on edge flat-slab column connections. 309

Dan V. BOMPA1 andAurelio MUTTONI21TUC-N Romania, currently Post-Doc at Ecole Polytechnique Federale de Lausanne,

T,

Switzerland, Ecole Polytechnique Federale de Lausanne

Shear design of r-c short columns: how it is (or is not) dealt with in current codes 313

Marina L. Moretti

University ofThessaly

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Ehanced safety with post-installed shear reinforcement 317

Jakob Kunz^MiguelFernandez Ruiz2,Aurelio Mutton?1 2Hilti Corp., Ecole Polytechnique Federale de Lausanne

Influence of Concrete Density and Strength on the Bond Strength of Composite Members 321

Rui Saldanha \PedroSantos ,EduardoJulio^1 2ICIST & Department ofCivil Engineering, University ofCoimbra, ICIST & Department ofCivil Engineering,

o

Polytechnic Institute of Leiria, ICIST & DECivil, Instituto Superior Tecnico, TULisbon

Punching shear design in mc2010: incorporating new knowledge and

grounding design expressions on physical models 325

Aurelio Muttoni and MiguelFernandezRuiz

£cole Polytechnique Federale de Lausanne cole Polytechnique Federale de Lausanne

Influence of column size and studs' arrangement in the punching strength of rc flat slabs 329

Mauricio P. Ferreira\Guilherme S. Melo2,Robert L Vollum^1 t 3

Federal University of Para, University of Brasilia, Imperial College

Reinforced concrete flat slabs with holes in punching with moment transfer 3331 2 3

Raphael Souza ,Guilherme Melo ,Ronaldo Gomes1 2 3

Federal Technological Center of Minas Gerais (CEFET-MG) - Brazil, University of Brasilia, University Federal

of Goias- Brazil

Punching shear and shear verifications in comparison to the National annexes of the Eurocode 2 337

Susanne Gmainer^ andJoost Walraven21 1Smart Minerals GmbH, Delft University ofTechnology

Influence of punching shear reinforcement on the flexural response offlat slabs 341

Stefan Lips andAurelio Muttoni

Ecole Polytechnique Federale de Lausanne

Mixed Mode Fracture Modes for Shear Strength of Concrete Beams without Web Reinforcement 345

Sung-Gul Hong and Woo-Young Lim

Seoul National University

Seismic Performance of Shear Failed Short Columns Repaired by Epoxy Resin 349

Hideo Araki? and Seiya Izaki21 2Hiroshima Institute ofTechnology, Hiroshima University

Optimization of multilayered repair systems of polymeric compositions for concrete structures at

reconstruction NSC "Olimpiyskiy" in Kiev 353

Yuriy Slyusarenko,Genrikh Girshtel,Oleksandr Liseniy

Research Inst, of Building Constructions

Influence of flexural cracks on the shear capacity of RC beams without shear reinforcement 357

Yang Yuguangjoop den Uijljoost Walraven

Section Structural and Building Engineering Faculty ofCivil Engineering & Geosciences Delft University of

Technology, the Netherlands

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Comparison of punching shear requirements in BS8110, Eurocode 2 and MC2010 361

Robert Vollum

Imperial College London

Tests on influence ofaging time on punching shear strength of hpfrc circular slabs 365

Carlo Guastini\danni Bartoli^Marco di Frisco*1 2DICeA - Universita degli Studi di Firenze, DIS - Politecnico di Milano

Experimental research on the influence ofthe shear span on the strength of reinforced concrete hollow

circular cross sections and on the comparison of the serviceability and flexural strength of compact and

hollow circular cross sections 369

legos loannis,Dimosthenis Kifokeris,Nikolaos Giannakasjheodoros Chrysanidis

Aristotle University Of Thessaloniki

Punching of Steel Fibre Reinforced Concrete Flat Slabs 373

NunoGouveia, Nelson Fernandes, DuarteFaria, Antonio Ramos, VdlterLucio

Faculdade de Ciencias eTecnologia/Universidade Nova de Lisboa

Punching of High Strength Concrete Flat Slabs - Experimental Investigation 377

Micaellndcio,Antdnio Ramos,Vdlter Lucio,Duarte Faria

Faculdade de Ciencias e Tecnologia da Universidade Nova de Lisboa, Civil Engineering Department

Simplified unified model for concrete structures under impact

Barbier Frederic^ andRoby Matthieu^381

^Pierre Et Beton, ^Tractebel Engineering

Failure analysis of interior flat-slab column connections with DHSR shear reinforcement 385

Andrei Vasile Gosav,Dan Vasile Bompa,Zoltan losifKiss

Technical University Cluj-Napoca, Faculty of Civil Engineering

EC 2's variable strut inclination method for shear, it's modelling uncertainty, and

reliability calibration 389

Kenneth K. Mensah,Johan V. Retief,Celeste Barnardo-Viljoen

University of Stellenbosch

Test of prestressed basaltfrp concrete beams with and without external stirrups 393

Eythor Thorhallsson and Sindri Hlifar Gudmundsson

Reykjavik University

Topic 5. Challenges in bridge engineering

Service life probabilistic assessment of highly deteriorated reinforced concrete arch bridge 399

DrahomirNovak,David LehkyJiriDolezel[Martina Somodikova


Concrete slab track - bridge interaction and its impact on bridge design 403

Marc Wennerand Steffen Marx

Institute of Concrete Construction Leibniz Universitat Hannover

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Development of the High Strength Fiber Reinforced Concrete for Butterfly Web Bridge 405

KenichiroAshizuka\Akio Kasugci2,Hiroshi Asai2,Masanoh Higuchi2rNaoki Nagamotoi 2West Nippon Expressway, Sumitomo Mitsui Construction

Long-term axial fatigue life of stay and extradosed cables 411

Wolfgang TraegeS andAntonio Caballero21 2Vienna University ofTechnology, BBRVT International Ltd.

Experimental and analytical studies on behavior of bracket structures without primary steel

Reinforcement under Static Loading 415

Ryo YAMASHITA1,Masaya OKANO2,Yukio HIROI1Jakashi YAMAMOTO2Joyo MIYAGAWA21 7IHI Construction Service Co., Ltd., Kyoto University

Performance investigation of glass fibre reinforced polymer (GFRP) bars in normal and high strength

Concrete Large Beams 419

David T.Johnson andShamim A. Sheikh


Durability of Concrete Bridges in the United States

BrettPielstick

Eisman & Russo Consulting Engineers

423

Design Proposal for totally Monolithic R/C Multispan Bridges 427

loannis Tegos^,Mihail Tsitotas^,Alexandros Bantias31Professor Aristotle University Thessaloniki, 2PhD, Project Managing Director EGNATIA ODOS SA, 3Civil

Engineer, Researcher

A suggestion for adjustment of the load-bearing structure of bridges with antiseismic, economic and

aesthetic benefits. 431

Vasileios Pilitsis,Milto Skordeli,loannis Tegos

Aristotle University ofThessaloniki

Early age thermal-shrinkage crack formation of bridge abutments- experiences and modelling 435

Kazimierz Flaga ^Barbara Klemczak2,Agnieszka Knoppik-Wrobel21 2Cracow University ofTechnology, Silesian University ofTechnology

Concrete placement technology in bridge decks for S5/S10 expressway extension 439

Janusz Hohwaty

ZUT in Szczecin, Poland

New Perspectives in the field of Precast Segmental Railroad Bridges 443

Jacques COMBAULT

Finley Engineering Group Inc. (Tallahassee - Florida)

Torsion clamping by prestressing bars of an arch bridge in concrete abutment 447

Philippe Van Bogaert

Ghent University

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Modern Construction of Span by Span Concrete Bridges 451

Jose Ramon Diaz De Teran \juan JoseJorquera2,Bryan Erick Barragan^Jose Turmo412 3Civil Engineer, Universidad Politecnica de Cartagena, BASF Construction

Chemicals, 4Univerisitat Politecnica de Catalunya BarcelonaTech

Construction of Bridge Over Yamuna River, Kalindi Kunj, Noida (*) 455

Rakesh Kapoor

Holtec Consulting Pvt. Ltd.

Topic 6. Advances in precast and PC engineering

Investigations on Composite Dowels for lightweight UHPC-elements 459

Thomas Lechner\oiiver Fischer^GunterSeidl21 2Technische Universitaet Muenchen, SSF Ingenieure AG, Berlin, Germany

Cfcc decked bulb t beam bridge system for accelerated bridge construction 463

NabilGrace^,Kenichi Ushijima^,Mena bebawy^1 2LawrecneTech. University, Ml, USA, CableTechnologies North America, Inc., U.S.A.

Load tests on small formatted Metal-Concrete-Composite-Slabs 467

Stephan Pirringer andJohann Kollegger

Vienna University ofTechnology, Institute for Structural Engineering

Building bridges with ultra-thin precast concrete elements 471

David Wimmer^ andJohann Kollegger21 2Vienna University ofTechnology, Vienna University ofTechnolo

Use of recycled aggregate concrete in prestressed structural elements 475

Marco Breccolotti and Annibale LuigiMaterazzi

Department of Civil and Environmental Engineering - University of Perugia - Italy

Thin-Walled Textile Reinforced Concrete Precast Members Made with

Almost-Self Compacting Concrete 479

Andrzej AJDUKIEWICZ1',Alina KLISZCZEWICZ2,Bernard KOTALA1,Marek WEGLORZ1^Silesian University ofTechnology, Gliwice, Poland, 2Silesian University ofTechnology Poland

Reuse of RC and PC precast members as contribution to sustainable construction 483

Andrzej Ajdukiewiczjanusz Brol,Szymon Dawczynski,Katarzyna Adamczyk

Silesian University ofTechnology, Gliwice, Poland

Short and long time deflection of pre-posttensioned bridge beams 487

Milan Chandoga ^Jaroslav Halvonilc^^ndrej Pritula2

1PROJSTAR -PK,s.r.o., 2SvF STU Bratislava

Compression Behavior performance of Centrifugal Formed Shell PC Columns under Axial Load 491

Won-Jik Yang\Jin-Young Park^Waon-Ho Y?1 2ESnS Structure Research Center, Kwangwoon University, Kwangwoon University

(*) Abstract (the fullpaper is included in the e-proceedings)

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Advanced connections for precast concrete structures 495

Vaclav Vimmr

STU-K,a.s.

Some design aspects ofthe new precast girder highway bridge 499

Martin MoravcikandAlena Cavojcova

Lecturer at University of Zilina

Precast and prestressed beams with steel profiles 503

Przemyslaw BodzakandArtemusz Czkwianianc

Technical University Lodz

Topic 7. Concrete structures under seismic and extreme loads

Experimental and numerical study on the seismic behavior of composite high-rise buildings 509

Bin Zhao,Xilin Lujuan He

Tongji University

Behaviour ofdissipating angles for rocking hybrid ductile concrete wall systems 513

Rui Marreiros\valter Lucio ^Stefano Pampanin21 2FCT/UNL, University of Canterbury, Christchurch, New Zealand

Strengthening proposal and analytical simulation ofthe pseudo-dynamic

test-response of a full-scale rc infilled model ofan existing rc structure 517

ChristisZ. Chrysostomou^Nicholas Kyriakides^,Martin Poljansek2,Fabio Taucer21 2Cyprus University ofTechnology, ELSA, JRC, European Commission, Ispra

Seismic behavior of src columns with high steel ratio under cyclic loading 521

Xilin Lu,Xiaowei Yin,Huanjun Jiang

Tongji University

Development and Application of High Seismic Performance Concrete

Pier Column Utilizing Precast Form with Ultra-High Strength Fiber Reinforced Concrete 525

Hidesada Kanaji^JakumiMoro ^Shinichi Yamanobe^,Kimio Saito21 2Hanshin Expressway Co., Ltd., Kajima Corp.

Seismic retrofitting of buildings by adding rc walls

MichaelFardis,Antonis SchetakisrElias Strepelias

University of Patras

529

Experiments and modelling of the behavior of interfaces in repaired/strengthenedRC elements subjected to cyclic shear slip 533

Vasiliki Palieraki,Elizabeth Vintzileou,Christos Zeris

Laboratory of Reinforced Concrete, National Technical University of Athens

The new X-Brace System applying carbon fiber super anchor for Seismic Retrofit of RC column 537

Hyuckwoo Kwon^Minkwan JiT,Kangseok Lee^Jongsung Sim^1Conclinic Co Ltd, ^Kangwon National University, ^Chonnam National University, ^Hanyang University

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Seismic upgrade of deficient concrete columns with FRP

James Liu andShamim A. Sheikh


541

Behaviour of rc beams prestressed with CFRP laminates subjected to cyclic loading 545

WitDerkowski andMateusz Surma

Cracow University ofTechnology

Potentials in use of x-ray computer tomograph (CT) to study fire damaged concrete 549

tva Lubldy and GydrgyL Baldzs

Budapest University ofTechnology and Economics

Design of prestressed concrete structures subject to severe thermal loading 553

SanderJ.H. Meijersjohan J. Van Slotenjaap H.A. Strikjohn G. Kraus

Protected Storage Engineers, a brand of Royal HaskoningDHV

Behaviour of FRP reinforced concrete panels under effect of fire

Martin Zlamal,David Horak,PetrStepanek


557

Probabilistic assessment ofthe effect of spalling on the displacement of

concrete slabs exposed to fire 561

Ruben Van Coile,Robby Caspeele,Luc Taerwe,DirkGouverneur

Ghent University

Typological/Placement possibilities and limitations of ductile behavior of bridges in seismic areas 565

Hugo Corres Peiretti^Marfa Fernanda Defant Erimbaue2,Alejandro Perez Caldentey^1Prof. PhD Civil Engineer. Polytechnic University of Madrid (UPM). FHECOR Consultant Engineers, 2PhD

Student. Civil Engineer. ESTEYCO

Behaviour ofthe Metro Viaduct in Santiago, after 2010 earthquake 569

Philippe VION1,Francisco MELO2,Gonzalo HERREROS2\jose HERRERA3,Luis SANTIS41SYSTRA, 2METRO DE SANTIAGO, 3METRO DE SANTIAGO (AMEC at the time of repair), 4AMEC-CADE

Retrofitting of Earthquake Damaged Precast-Concrete Wall using FRP Composites 573

Carla Todut,Valeriu Stoianjstvan Demeterjamas Nagy-Gy6rgy,Viorel Ungureanu

Politehnica University ofTimisoara, Romania

Displacement Based Seismic Design of Asymmetric Plan RC Wall Structures: Modal Approach 577

Philip Wilkinson,Oren Lavan,Avigdor Rutenberg


Towards developing mechanical punching shear models for flat slab

subjected to impact and blast loading 581

Juan Sagaseta \Aurelio Mutton?,Miguel Fernandez Ruiz21 9

University of Surrey, £cole Polytechnique Federale de Lausanne

Concrete subjected to blast and impact loading - a practical view 585

Norbert F. J. Gebbeken

University of the Bundeswehr Munich

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Table of Contents

Use of Precast Components for Protected Spaces in multistory RC Buildings 589

Stephan Schwarz,Ariel Hanaor,David Yankelevsky


Tensile behaviour at high strain rate of uhpfrc for protective structures 593

Ezio Cadoni,Daniele Forni,Gianmario Riganti,Nicoletta Tesio,Matteo Dotta

SUPSI

Study of layered RC barriers to hard projectile impact 597

David Benamou,Avraham N. Dancygier,Amnon Katz,David Yankelevsk2

Technion - Israel Institute of Technology

The experimental-theoretical study of the processes of impact and

penetration of bodies into concrete obstacles 6011 ill 2

Anatoly Kochetkov .Vladimir Balandin ,Sergey Krylov ,Anatoly Sadyrin Mlodimir Feldgun1Lobachevsky State University of Nizhni Novgorod NATIONAL RESEARCH UNIVERSITY Research Institute for

2 —

Mechanics, Technion - Israel Institute of lechnology

Static response and modelling of impact resistance of UHPFRCC slab specimens 605

Demetris Nicolaides ^Andreas Lampropoulos\Antonis Kanellopoulos^,Pericles Savva ^AnnaMina2,Michael Petrou21 2Frederick Research Center, University of Cyprus

Enhancement of structural robustness of reinforced concrete structures

under extreme loads by different strategies of detailing 609

Rina Farhat,Nicolae Gluck,Rami Eid,Uri Tzadka

SCE - Sami Shamoon College of Engineering

Performance ofa Ductile Shear Wall Reinforced with Shape Memory Alloy 613

Alaa Abdulridha andDan Palermo

University of Ottawa

The influence ofthe degree of elongation to the displacements and mode offailure of medium-

reinforced ductile structural walls 617

Theodoros Chrysanidis and loannis Tegos

Aristotle University OfThessaloniki

Calibration ofan intelligent concrete wharf to seismic and berthing loads 621

JOSEZORRILLA

AAHES-fib

Experimentally-analytical researches of the technical state of reinforce-concrete constructions for

defense from landslide's pressure in seismic regions of Ukraine 625

luriiKaliukh\viadimir Senatorov2,Alexander Khavkin2,Vasilii Polevecki?',Konstantin2 2 3

Silchenko Jaras Kaliukh ,Klementii Khavkin

1Prof., Dr.Sci., 2Ph.D., 3eng.

Reinforced Concrete Structure Interaction with Tectonically Faulted Undermining Territory 629

Radim Cajka\Kamil Burkovic?[Vladimir Grundefi1VSB -TU Ostrava, 2ARMING Ltd., 3ARMING Ltd

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Experimental investigation ofseismic upgrade of non-ductile RC beam-column assemblies 633

Stephan Schwarzl, ArielHanaorl, EdwardLeibovitch2

1 National Building Research Institute - Faculty of Civil and Environmental

Engineering-Technion I.IT., 2E.O.L. - Structural Engineering

Overview of current study on progressive collapse-resistant behavior of reinforced

concrete frame structures in Singapore (*) 637

Bing LI

Nanyang Technological University, Singapore

Experimental and numerical investigation of concrete slabs under drop weight load. (*) 639

TinoKuhn, Birgit Beckmann, Anja Hummeltenberg, ManfredCurbach

Institute of Concrete Structures, TU Dresden

Practical experience in the protective design of concrete structures against

explosive charges and weapons effects (*) 641

Reuben Eytan

Eytan Building Design Ltd

Experimental investigation of seismic upgrade of non-ductile RC beam-column assemblies (*) 643

Stephan Schwarzl, Ariel Hanaorl, EdwardLeibovitch2

1 National Building Research Institute - Faculty ofCivil and Environmental Engineering - Technion I.I.T., 2E.O.L.

- Structural Engineering

Topic 8. Pioneering structures and construction methods

High strength reinforcement SAS 670 Possible applications and examples with 647

high rise buildings and special applications

Matthias Scheibe and Florian Hude

Stahlwerk Annahutte

Influence of construction conditions and filling material on the strength of drilled

anchorages rebar in conventional vibrated concrete and self compacting concrete. 649

Francisco Gonzalez!, Jaime Ferndndez-Gomezl, Maria Jesus Rubiol, Una Henaol, GalitAgranati

Landsberger2

lUniversidad Politecnica de Madrid, 2Technion - Israel Institute ofTechnology

Construction of the new hybrid bridge in PragueJan L Vitek, Robert Broz, Alexandr Tvrz

Metrostav a.s.

653

Pioneering concrete cable-stayed bridges in Poland 657

Jan Biliszczukl, JerzyOnysykl, Wojciech Barcik2, Robert Toczkiewicz2, ArturTukendorf2

1 Wroclaw University ofTechnology, 2Research & Design Office MOSTY-WROCtAW

(*) Abstract (the fullpaperis included in the e-proceedings)

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Structural behaviour of UHPC tube-constructions with minimal steel covering 661

Nick Lindschulte and Ludger Lohaus

Leibniz Universitat Hannover

Experimental research on ways of halting the concrete creep & shrinkage deformations 665

Konstantinos Psarras and loannis legos

Aristotle University ofThessaloniki

On the Structural Functionality of Debonded Walls Strengthened with Composite Materials 669

Dvir Elmalich and Oded Rabinovitch


Efficiency increase of frp strengthening by use offlexible adhesive 673

Wit Derkowski, Arkadiusz Kwiecieh, Bogusiaw Zajqc

Cracow University ofTechnology

Floating Concrete Structures 677

TorOleOlsen

Dr.techn.Olav Olsen

Efficiency assessment of CFRP retrofitting solution for RC slabs with and without cut-out openings 681

Sorin-Codrut FLORUT, Valeriu STOIAN, Tamas NAGY-GYORGY, Daniel DAN, Dan DIACONU

"Politehnica" University ofTimisoara

A shed in a vineyard - A pioneering building made ofclued micro reinforced HPC elements 685

Christian Kohlmeyer and FrankMuller

Technische Universitat Kaiserslautern

Topic 9. Structural aspects of tunnel construction and design

Advances on the use of fibres in precast concrete segmental linnings 691

Albert de la Fuente, Ana Blanco, Pablo Pujadas, Antonio Aguado

Politechnical University of Barcelona

Hpfrc tunnel segments to mitigate the risk of exceptional loads 695

MarcodiPriscol, Carlo Beltram'Q, Pamela

Bonalumil, Ezio Cadoni3, AlessioCaverzanl, Matteo Colombo!, Liberato Ferraral, Paolo Martinellil

1DIS - Politecnico di Milano, 2LOMBARDI - CH, 3SUPSI - CH

The Subway in Vienna:Experience with Cut and Cover and Watertight Concrete- Building Mined

Underground Stations in Soft Ground using NATM Construction Practices 699

Christian Binder!, GerhardSauer2, Juergen Laubbichler2

1 PCD, 2Dr. Sauer & Partners

Fibre Reinforced Concrete for tunnel linings 703

Giuseppe Tiberti, Giovanni Plizzari, Luca Cominoli

University of Brescia

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Fiber reinforced concrete segmental lining tunnels: from design to structure 707

Alberto Medal, Pietro Perruzza2, Zila RinaldH, Paolo Romualdi2

1 University of Rome "Tor Vergata", 2SELI S.p.A

Innovative fire resistance test method for existing concrete structures

Martin Vermeerl, Leander Noordijk!, KeesBlom2

1 Efectis Nederland BV, 2Engineering Agency of the municipality of Rotterdam

711

Precast reinforced concrete segmental lining in TBM tunneling design aspects and concepts 715

Shlomo Liberman and Moria Dvier

G.A.SH. Bridge & Building Engineering Ltd.

Authors Index 719

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Engineering a Concrete Future: Technology, Modeling & … · 2018. 7. 17. · fib Symposium...

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Transcript of Engineering a Concrete Future: Technology, Modeling & … · 2018. 7. 17. · fib Symposium...