Fibre Reinforced Concrete Research Innovation 12
|
|
|
- Dale Roberts
- 6 years ago
- Views:
Transcription
1 Fibre Reinforced Concrete Research Innovation 12 ir. Benoit Parmentier Head Division Structures Belgian Building Research Institute (BBRI) Vezelbeton voor constructieve toepassingen 28/11/2012
2 30kg/m³ - L=60mm fibres in 1 m³ A tremendous potential but a rather limited market share
3 3/60 BEFIB 12 SUMMARY Where is the potential for growing? What are the limitations?
4 Introduction 125 papers 139 participants # participants by country 36 countries 123 institutions ~120 papers/conference
5 5/60 Introduction Evolution Conference
6 Introduction 9 topics Rheology Mechanical properties Nanofibers Long term properties & durability Analytical & numerical models Codes & standards Innovative structural systems Structural & industrial applications Case-studies 42 6/60
7 Introduction Filtering topics Specific fibres (natural, synthetic) Recycled materials & sustainability Special concretes (SCC & UHPC) Orientation & distribution of the fibres Design models Numerical models Case-studies & applications + 2 keynote lectures 7/60
8 8/60 Keynotes B. Mobasher Arizona state University M. di Prisco Politecnico di Milano
9 9/60 Keynote 1 B. Mobasher FRC for sustainable infrastructure systems
10 10/60 Keynote 1 B. Mobasher Design & back-calculations via Round Determinate Plate (RDP) test
11 Keynote 2 M. di Prisco FRC thin walled structures Very light roofing elements 11/60
12 Keynote 2 M. di Prisco FRC thin walled structures Very light roofing elements Retrofitting facade systems 12/60
13 13/60 Research/Innovation Fibre Concrete Design
14 14/60 Fibre Concrete Design
15 #1 Specific fibres Natural fibres Sisal Flax Hemp Coconut Pine (soft wood) L. Sierra-Beltran, E. Schlangen (2012) 15/60
16 #1 Specific fibres Synthetic fibres 6 specific papers Macro (structural) fibres E mod ~5000 MPa (~2,5% steel fibres) f t ~600 MPa (~50% steel fibres) Short/Long term behaviour Bending Shear Temperature Predictions Crack widths Deflections Ultimate capacity Synth. Acier 16/60
17 17/60 #1 Specific fibres Synthetic fibres Synth. Fibres (4,5 kg/m³) Parmentier et al. (2012)
18 18/60 #1 Specific fibres Synthetic fibres Shear : synthetic fibres can contribute
![[kn] Min stirrups Synth.](/docs-images/74/70468148/images/19-1.jpg "fibres Deflection [mm] S.")
19 19/60 #1 Specific fibres Synthetic fibres Shear Load [kn] Min stirrups Synth. fibres Deflection [mm] S. Altoubat et al. (2012)
20 20/60 #1 Specific fibres Synthetic fibres MC 10 underestimates the shear capacity increase (rebars + fibres) +37% +65% Without any fibres
21 21/60 Semi-analytical model for shear Model based on push-through test results T. Soetens (2012)
22 #1 Specific fibres Synthetic fibres Temperature 5 20 C 30 C 40 C Synth fibres Creep factor 2.5 Steel fibres Time [days] N. Buratti, C. Mazzotti (2012) 22/60
23 23/60 #1 Specific fibres Long term behaviour Creep in bending Kurtz and Balaguru (2000) Kusterle (2007) MacKay and Trottier (2004)
24 24/60 #1 Specific fibres Flexure Long term behaviour Pure tension BBRI (2010) Guanyu Zhao et al. (2012)
25 #1 Specific fibres Synthetic fibres Long term (creep in bending) 7-10 kg/m³ (0,7-1% vol) 50% f r1 3.0 Creep factor Time [days] T. Kanstad, G. Zirgulis (2012) 25/60
26 #1 Specific fibres Synthetic fibres Long term (creep in bending) 10 5 kg/m³ (0,5% vol) 60% f r1 Displacement [mm] BBRI (2010) Time [hours] 60 26/60
27 27/60 #1 Specific fibres PVA fibres K. Holschemacher, H. Kieslich (2012)
28 28/60 #2 Recycled mat. & sustainability Recycled fibres from scrap tyres Steel cord as reinforcement 12% in weight
29 29/60 #2 Recycled mat. & sustainability Recycled fibres from scrap tyres (workability ) G. Centonze et al. (2012)
30 #2 Recycled mat. & sustainability Recycled fibres Environmental impact A. Fantilli, B. Chiaia (2012) 30/60
31 #2 Recycled mat. & sustainability Recycled fibres Environmental impact SCC1 SCC2 NC Cement A. Fantilli, B. Chiaia (2012) 31/60
32 32/60 Fibre Concrete Design
33 33/60 #3 Special concretes (SCC & UHPC) SCC : 11 papers UHPC : 6 papers SCFRLWAC??? Self Compacting Fibre Reinforced LightWeight Aggregate Concrete
34 #3 Special concretes (SCC & UHPC) UHPC Repairing techniques (jacketing) SIDE TOP M. Dagenais, B. Massicotte (2012) 34/60
35 #3 Special concretes (SCC & UHPC) UHPC Repairing techniques (jacketing) Truss footbridge (Alicante - 40m span) J.A. Lopez et al. (2012) 35/60
36 #3 Special concretes (SCC & UHPC) UHPC Repairing techniques (jacketing) Truss footbridge (Alicante - 40m span) J.A. Lopez et al. (2012) 36/60
37 #3 Special concretes (SCC & UHPC) UHPC Repairing techniques (jacketing) Truss footbridge (Alicante - 40m span) J.A. Lopez et al. (2012) 37/60
38 #3 Special concretes (SCC & UHPC) SCC Slight influence of D max on residual values Huge influence of Compressive strength Fibre type Dosage Fibre orientation The only aspect specific to SCC 38/60
39 39/60 #4 Orientation & distribution SCC panels (splitting) Tests on notched cores TOP SIDE A. Abrimshambaf et al. (2012)
40 40/60 #4 Orientation & distribution SCC panels Fibres tend to orient perpendicular to the flow A. Abrimshambaf et al. (2012)
41 41/60 #4 Orientation & distribution SCC panels Fibres tend to orient perpendicular to the flow A. Abrimshambaf et al. (2012)
42 42/60 #4 Orientation & distribution Distribution Use of Carbopol Polymer to compare flow simulations O. Svec et al. (2012)
43 #4 Orientation & distribution Distribution Use of Carbopol Polymer to compare flow simulations Use of NDT techniques Orientation factor ~Inductance L. Ferrara et al. (2012) 43/60
44 #4 Orientation & distribution Distribution Use of Carbopol Polymer to compare flow simulations Use of DT techniques Hard work for synth. fibres 44/60
45 45/60 Fibre Concrete Design
46 #5 Design models The new fib Model Code 2010 integrates FRC Compression Flexure Shear Punching Too safe (?) if characteristic values are used 46/60
47 47/60 #5 Design models From constitutive law to design full-scale structures 1 2 Prediction vs. Exp R. de Montaignax et al. (2012)
48 48/60 #5 Design models Inverse analysis
49 49/60 #5 Design models Inverse analysis Load [kn] Test Pred. Deflection [mm]
50 #7 Case-studies & applications Poles Refractory concrete Slabs on grade Elevated (flat) slabs Pipes Footbridges Sandwich panels 50/60
51 #7 Case-studies & applications Flat slabs Casco (The Netherlands) 50 kg/m³ - Spans of 5,6m SLS safety 250% ULS safety 450% C. Kleinman et al. (2012) 51/60
52 #7 Case-studies & applications Flat slabs U. of Minho Mid-scale model Yield-line theory J. Barros et al. (2012) 52/60
53 53/60 #7 Case-studies & applications Flat slabs WTCB
54 54/60 #7 Case-studies & applications Flat slabs WTCB
55 #7 Case-studies & applications Footbridge GFRP profiles h=55cm SFRSCC deck 4cm Span of 12m 45 kg/m³ steel fibres Bolted connexions + epoxy P. Mendes et al. (2012) 55/60
56 56/60 Conclusions & perspectives Test methods are relevant if well understood Design methods are correlated to test methods except if inverse analysis is used (σ-w) MC 10 is ready to use Creep of synthetic fibres is sensible Benefit from preferential orientation in SCC Innovative applications mixing new concrete types Time for maturity for FRC?
57 BBRI - Lab. Structures bp@bbri.be
3D fatigue analysis of RC bridge slabs and slab repairs by fiber cementitious materials
D fatigue analysis of RC bridge slabs and slab repairs by fiber cementitious materials P. Suthiwarapirak & T. Matsumoto The University of Tokyo, Tokyo, Japan. ABSTRACT: The present paper considers the
Experimental Tests on Tunnel Precast Segmental Lining with Fiber Reinforced Concrete
Experimental Tests on Tunnel Precast Segmental Lining with Fiber Reinforced Concrete M. Moccichino 1, P. Romualdi 1, P. Perruzza 1, A. Meda 2, Z. Rinaldi 2 1 S.E.L.I. Spa, Rome, Italy; 2 University of
Experimental investigation of the use of CFRP grid for shear strengthening of RC beams
Journal of Asian Concrete Federation Vol. 2, No. 2, Dec. 2016, pp. 117-127 ISSN 2465-7964 / eissn 2465-7972 http://dx.doi.org/10.18702/acf.2016.12.2.2.117 Experimental investigation of the use of CFRP
Investigation of Natural Hybrid Fibre Reinforced Beams with Nano Concrete under Cyclic Loading
Investigation of Natural Hybrid Fibre Reinforced Beams with Nano Concrete under Cyclic Loading R.Sakthivel (1), R.Roja (2), Remya Reji (3), K.Rajkumar (4), Assistant Professor, Department of Civil Engineering,
Shear Capacity of Self-Compacting Concrete Petra Van Itterbeeck 1, Niki Cauberg 2, Benoit Parmentier 3, Ann Van Gysel 4 and Lucie Vandewalle 5
Shear Capacity of Self-Compacting Concrete Petra Van Itterbeeck 1, Niki Cauberg 2, Benoit Parmentier 3, Ann Van Gysel 4 and Lucie Vandewalle 5 1 Project leader, Laboratory Structures, Belgian Building
Blast Load Performance of Reinforced Concrete Beams and Columns Constructed with SCC and Fibers
Blast Load Performance of Reinforced Concrete Beams and Columns Constructed with SCC and Fibers Steve Castonguay 1, Corey Guertin-Normoyle 2, Hassan Aoude 3 1 Graduate student, Dept. of Civil Engineering,
COMPARATIVE STUDY OF BEAMS BY USING DIFFERENT TYPES OF RETROFITING TECHNIQUES
International Journal of Civil Engineering and Technology (IJCIET) Volume 10, Issue 04, April 2019, pp. 864 870, Article ID: IJCIET_10_04_091 Available online at http://www.iaeme.com/ijmet/issues.asp?jtype=ijciet&vtype=10&itype=4
fib publications Oppdatert November 2018:
fib publications Oppdatert November 2018: No. 83. Precast tunnel segments in fibre-reinforced concrete. State of the art report (162 pages, ISBN 978-2-88394-123-6, October 2017) No. 82. Precast segmental
Workshop on FIBER REINFORCED CONCRETE (FRC): MATERIALS, APPLICATIONS AND DESIGN ASPECTS
Workshop on FIBER REINFORCED CONCRETE (FRC): MATERIALS, APPLICATIONS AND DESIGN ASPECTS UNIVERSITY OF SHARJAH, UNITED ARAB EMIRATES 22-23 APRIL 2018 ORGANIZED BY Sustainable Construction Materials and
STRUCTURAL BEHAVIOUR OF HYBRID CONCRETE BEAMS WITH FIBRE REINFORCED LIGHTWEIGHT CONCRETE
BEFIB212 Fibre reinforced concrete Joaquim Barros et al. (Eds) UM, Guimarães, 212 STRUCTURAL BEHAVIOUR OF HYBRID CONCRETE BEAMS WITH FIBRE REINFORCED LIGHTWEIGHT CONCRETE Linn G. Nes *, Jan A. Øverli 1
fib publications - Pr.November 2017:
fib publications - Pr.November 2017: No. 79. Fibre-reinforced concrete: From design to structural applications. FRC 2014: ACI-fib International Workshop Proceedings - ACI SP-310 (480 pages, ISBN 978-2-88394-119-9,
LONG-TIME CREEP TESTING OF PRE-CRACKED FIBRE REINFORCED CONCRETE BEAMS
BEFIB2012 Fibre reinforced concrete Joaquim Barros et al. (Eds) UM, Guimarães, 2012 LONG-TIME CREEP TESTING OF PRE-CRACKED FIBRE REINFORCED CONCRETE BEAMS Terje Kanstad * and Giedrius Žirgulis * * COIN,
Double-curved Panels produced in a flexible Mould with selfcompacting Fibre Reinforced Concrete
Double-curved Panels produced in a flexible Mould with selfcompacting Fibre Reinforced Concrete Steffen Grünewald 1,2, Roel Schipper 1 and Dick Hordijk 1 1: Department of Structural and Building Engineering,
International Journal of Advance Engineering and Research Development SHEAR AND FLEXURAL BEHAVIOUR OF FIBER REINFORCED CONCRETE T-BEAMS
Scientific Journal of Impact Factor (SJIF): 5.71 International Journal of Advance Engineering and Research Development Volume 5, Issue 04, April -2018 e-issn (O): 2348-4470 p-issn (P): 2348-6406 SHEAR
BEHAVIOR OF FRP SANDWICH PANELS FOR TRANSPORTATION INFRASTRUCTURE
IV ACMBS MCAPC 4 th International Conference on Advanced Composite Materials in Bridges and Structures 4 ième Conférence Internationale sur les matériaux composites d avant-garde pour ponts et charpentes
SHEAR STRENGTH OF PRE-TENSIONED MEMBERS IN HIGH STRENGTH FIBRE REINFORCED CONCRETE
BEFIB212 Fibre reinforced concrete Joaquim Barros et al. (Eds) UM, Guimarães, 212 SHEAR STRENGTH OF PRE-TENSIONED MEMBERS IN HIGH STRENGTH FIBRE REINFORCED CONCRETE Lionel Moreillon *, Joanna Nseir *,
SEISMIC RETROFITTING OF RECTANGULAR BRIDGE PIERS WITH FRC JACKETS
SEISMIC RETROFITTING OF RECTANGULAR BRIDGE PIERS WITH FRC JACKETS Dominic Vachon and Bruno Massicotte École Polytechnique de Montréal, Canada Abstract The research project described in this paper was aimed
fib Congress 2014 Mumbai
fib Congress 2014 Mumbai ID NO. 28 PRECAST TUNNEL SEGMENTS REINFORCED WITH FIBER GLASS BARS Submission No. 409 Author/s Alberto Meda, Zila Rinaldi, Simone Spagnuolo Name of Presenter, Job Title / Affiliation
FLOWABLE FIBRE REINFORCED CONCRETE: MATERIALS DEVELOPMENT, FIBRE DISTRIBUTION AND STRUCTURAL PROPERTIES
FLOWABLE FIBRE REINFORCED CONCRETE: MATERIALS DEVELOPMENT, FIBRE DISTRIBUTION AND STRUCTURAL PROPERTIES T. KANSTAD, S.SANDBAKK, M. R. GEIKER, AND T. A. MARTIUS-HAMMER Abstract The paper presents an overview
Deflection of GFRP RC Beams
Raed Al Sunna (1,2), Kypros Pilakoutas (1), Peter Waldron (1), Maurizio Guadagnini (1), Tareq Al Hadeed (2) (1) University of Sheffield - UK (2) Royal Scientific Society - Jordan OUTLINE - Background -
SHEAR TESTS ON SFR-UHPC I-SHAPED BEAMS WITH OR WITHOUT WEB OPENINGS
SHEAR TESTS ON SFR-UHPC I-SHAPED BEAMS WITH OR WITHOUT WEB OPENINGS Raul Zagon 1, Stijn Matthys 2, Zoltan Kiss 1 1: Faculty of Civil Engineering, Technical University of Cluj Napoca, Dep. of Structures,
EFFECT OF CONFIGURATIONS OF PARTIAL CONCRETE JACKETING ON BEHAVIOR OF STRENGTHENED BEAM
International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 10, October 2018, pp. 600 610, Article ID: IJCIET_09_10_062 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=9&itype=10
GFRP REINFORCED GFRC FOR THIN PERMANENT FORMWORK APPLICATIONS
GFRP REINFORCED GFRC FOR THIN PERMANENT FORMWORK APPLICATIONS Dr. Gi Beom KIM, Prof. P. WALDRON, Prof. K. Pilakoutas July, 2007 Presented by Gi Beom KIM Outline New systems incorporating GFRP reinforced
FLEXURAL IMPROVEMENT OF PLAIN CONCRETE BEAMS STRENGTHENED WITH HIGH PERFORMANCE FIBRE REINFORCED CONCRETE
Nigerian Journal of Technology (NIJOTECH) Vol. 36, No. 3, July 17, pp. 697 74 Copyright Faculty of Engineering, University of Nigeria, Nsukka, Print ISSN: 331-8443, Electronic ISSN: 2467-8821 www.nijotech.com
5.4 Analysis for Torsion
5.4 Analysis for Torsion This section covers the following topics. Stresses in an Uncracked Beam Crack Pattern Under Pure Torsion Components of Resistance for Pure Torsion Modes of Failure Effect of Prestressing
ACI MANUAL OF CONCRETE PRACTICE-2009
ACI MANUAL OF CONCRETE PRACTICE-2009 The ACI Manual of Concrete Practice is a six-part compilation of current ACI standards and committee reports. -ACI117-06 to ACI224.3R-95(08) Part 2-ACI 225-99(05) to
Ultimate strength prediction for reinforced concrete slabs externally strengthened by fiber reinforced polymer (FRP)
Ultimate strength prediction for reinforced concrete slabs externally strengthened by fiber reinforced polymer (FRP) Abstract This paper presents the potential use of externally bonded fiber reinforced
INVESTIGATION ON PERFORMANCE OF HYBRID FIBRE IN REINFORCED CONCRETE
ISSN: 2347-97X (online) INVESTIGATION ON PERFORMANCE OF HYBRID FIBRE IN REINFORCED CONCRETE Dr.R.Rameshkumar Department of Automobile Engineering, K.S.R College of Engineering, Tiruchengode, TN, India
Ductal : from materials to structures
Ductal : from materials to structures Sébastien Bernardi, Dominique Corvez July 6 th, 2016 Content Highlight Gilles extensive and deep contribution to UHPC material development up to his involvement on
Punching Shear Resistance of Flat Slabs By Shear Heads
International Journal Of Engineering Research And Development e-issn: 2278-067X, p-issn: 2278-800X, www.ijerd.com Volume 13, Issue 11 (November 2017), PP.47-66 Punching Shear Resistance of Flat Slabs By
On Finite Element Analysis of Steel and RC Beams : Performance of Different Elements
On Finite Element Analysis of Steel and RC Beams : Performance of Different Elements Biswanath Charan 1, Pijush Topdar 2 1 (M-Tech student, Dept. of Civil Engg NIT Durgapu,India) 2 (Assistant Professor,
National and International Normative Landscape
Structural Use of Fibre Reinforced Concrete in Underground Projects Roma, May 19 th, 2017 National and International Normative Landscape Marco di Prisco Politecnico di Milano, Department of Structural
Upgrading Flat R.C. Slab with Haunch Using F.R.P
International OPEN ACCESS Journal Of Modern Engineering Research (IJMER) Upgrading Flat R.C. Slab with Haunch Using F.R.P Dr. Eiad Hafiz. Zahran Lecturer, Department of structural Engineering, Higher institute
Basic types of bridge decks
Bridge Deck Slab 1 Introduction 2 Bridge deck provide the riding surface for traffic, support & transfer live loads to the main load carrying member such as girder on a bridge superstructure. Selection
International Journal of ChemTech Research CODEN (USA): IJCRGG ISSN: Vol.8, No.3, pp , 2015
International Journal of ChemTech Research CODEN (USA): IJCRGG ISSN: 0974-4290 Vol.8, No.3, pp 1290-1295, 2015 Experimental Study of Concrete Beams Reinforced with Uniaxial and Biaxial Geogrids. S.Shobana*,
The Joining Method for Permanent Formwork
The Joining Method for Permanent Formwork Q. JIN 1, C.K.Y. Leung 2, and W.L. Chung 3 1,2,3 Department of Civil and Environmental Engineering of HKUST, HKSAR, China ABSTRACT: In this paper, the combined
RESILIENT INFRASTRUCTURE June 1 4, 2016
RESILIENT INFRASTRUCTURE June 1 4, 2016 EFFECT OF CONCRETE STRENGTH ON THE PUNCHING SHEAR BEHAVIOUR OF GFRP-RC SLAB-COLUMN EDGE CONNECTIONS Ahmed M. Mostafa MSc Student, University of Manitoba, Canada
THE ROLE OF THE STRUCTURAL CHARACTERISTIC LENGTH IN FRC STRUCTURES
9th International Conference on Fracture Mechanics of Concrete and Concrete Structures FraMCoS-9 V. Saouma, J. Bolander and E. Landis (Eds) DOI 10.21012/FC9.308 THE ROLE OF THE STRUCTURAL CHARACTERISTIC
CHAPTER 3 BEHAVIOUR OF FERROCEMENT HOLLOW SLABS
30 CHAPTER 3 BEHAVIOUR OF FERROCEMENT HOLLOW SLABS 3.1 INTRODUCTION There are numerous similarities between ferrocement and reinforced concrete. Both use similar matrix and reinforcement materials. They
EVALUATION ON SHEAR CAPACITY OF RC BEAMS USING U-SHAPED UFC PERMANENT FORMWORK
- Technical Paper - EVALUATION ON SHEAR CAPACITY OF RC BEAMS USING U-SHAPED PERMANENT FORMWORK Puvanai WIROJJANAPIROM *1, Koji MATSUMOTO *2, Katsuya KONO *3 and Junichiro NIWA *4 ABSTRACT Shear resistance
An application of high performance fiber reinforced cementitious composites for RC beam strengthening
An application of high performance fiber reinforced cementitious composites for RC beam strengthening G. Martinola Concretum Construction Science AG, Switzerland A. Meda University of Bergamo, Italy G.
European design codes for FRC structures G. Plizzari
European design codes for FRC structures University of Brescia, Italy giovanni.plizzari@unibs.it Eurocode 2 Annex to EN 1992-1-1 CEN TC 250/SC2/WG1/TG2 SFRC - Steel Fibre Reinforced Concrete This draft
International Journal of Scientific & Engineering Research, Volume 5, Issue 7, July-2014 ISSN
ISSN 9-5518 539 JijiBhaskaran P Department of Civil Engineering College of Engineering T, India jiji158@gmail.com Fracture can be defined as the separation of a component into, at least, two parts. Fracture
PERFORMANCE OF AN INNOVATIVE PRE-CAST COLD-FORMED STEEL AS COMPOSITE BEAM WITH SINGLE AND DOUBLE C- CHANNELS
PERFORMANCE OF AN INNOVATIVE PRE-CAST COLD-FORMED STEEL AS COMPOSITE BEAM WITH SINGLE AND DOUBLE C- CHANNELS 1 ANIS SAGGAFF, 2 MAHMOODMD TAHIR, 3 TALAL AL-HAJRI, 4 POI-NGIAN SHEK, 5 MOHAMMADAMIN AZIMI
EXPERIMENTAL STUDY ON DOUBLE LAP JOINTS COMPOSED OF HYBRID CFRP/GFRP LAMINATE
EXPERIMENTAL STUDY ON DOUBLE LAP JOINTS COMPOSED OF HYBRID CFRP/GFRP LAMINATE Hiroshi MUTSUYOSHI 1) and Nguyen Duc HAI 1) 1) Structural Material Lab., Department of Civil and Environmental Engineering,
PROPERTIES OF LATEX FERROCEMENT IN FLEXURE
PROPERTIES OF LATEX FERROCEMENT IN FLEXURE Fahrizal Zulkarnain 1, Mohd. Zailan Suleiman 2 1 PhD Candidate, School of Housing, Building and Planning, Universiti Sains Malaysia 2 Lecturer, School of Housing,
FACULTY PUBLICATION
FACULTY PUBLICATION 2014- S.No. Name of the faculty Journal / conference IJ NJ IC NC 1. Dr.J.Premalatha - - 6 4 2. Dr.P.Eswaramoorthi 1-5 4 3. Dr.G.L.Sathyamoorthi 1 - - - 4. Dr. A.Gandhimathi - - 1-5.
Experimental Behaviour of Natural Hybrid Fiber Reinforced Slab with Nano Concrete under Static Loading
Experimental Behaviour of Natural Hybrid Fiber Reinforced Slab with Nano Concrete under Static Loading R. Sakthivel Research Scholar, Department of Civil Engineering Research, Karpagam Academy of Higher
COMPARISON BETWEEN INVERSE ANALYSIS PROCEDURE RESULTS AND EXPERIMENTAL MEASUREMENTS OBTAINED FROM UHPFRC FOUR-POINT BENDING TESTS
COMPARISON BETWEEN INVERSE ANALYSIS PROCEDURE RESULTS AND EXPERIMENTAL MEASUREMENTS OBTAINED FROM UHPFRC FOUR-POINT BENDING TESTS J.Á. López (1), P. Serna (1), J. Navarro-Gregori (1) and H. Coll (2) (1)
Accelerated Bridge Strengthening using UHP(FR)C
ABC-UTC at Florida International University (FIU) Webinar : Thursday, December 14, 2017 Accelerated Bridge Strengthening using UHP(FR)C Eugen Brühwiler EPFL Swiss Federal Institute of Technology Lausanne,
APPLICATION OF TENSION SOFTENING CURVES TO INVESTIGATE THE SHEAR CARRIED BY FIBERS IN VARIOUS FIBER REINFORCED CONCRETE BEAMS
III International Conference on Fracture Mechanics of Concrete and Concrete Structures FraMCoS-8 J.G.M. an Mier, G. Ruiz, C. Andrade, R.C. Yu and X.X. Zhang (Eds) APPLICATION OF TENSION SOFTENING CURES
FLEXURAL BEHAVIOR OF RC BEAMS REINFORCED WITH NSM AFRP RODS
Proceedings of the International Symposium on Bond Behaviour of FRP in Structures (BBFS 2005) Chen and Teng (eds) 2005 International Institute for FRP in Construction FLEXURAL BEHAVIOR OF RC BEAMS REINFORCED
INFLUENCE OF CONCRETE FLOW ON FIBRE DISTRIBUTION, ORIENTATION AND MECHANICAL PROPERTIES OF FIBRE REINFORCED CONCRETE
BEFIB2012 Fibre reinforced concrete Joaquim Barros et al. (Eds) UM, Guimarães, 2012 INFLUENCE OF CONCRETE FLOW ON FIBRE DISTRIBUTION, ORIENTATION AND MECHANICAL PROPERTIES OF FIBRE REINFORCED CONCRETE
EFFECT OF SYNTHETIC FIBERS ON ENERGY ABSORPTION CAPACITY OF NORMAL AND HIGH PERFORMANCE CONCRETE
Emin ENGÜN 1 University of Yıldırım Beyazıt Faculty of Engineering and Natural Science Burhan ALAM 2 University of Middle East Technical Faculty of Engineering. Özgür YAMAN 3 University of Middle East
Replacing Reinforcing Steel Bars of Continuous Self-Compacting Concrete Slabs with Steel Fibers at Intermediate Support
Replacing Reinforcing Steel Bars of Continuous Self-Compacting Concrete Slabs with Steel Fibers at Intermediate Support Wissam Kadim Al-Saraj Nibras Nizar Abduhameed Hanadi Fadhil Naji Lecturer, Civil
DURABILITY OF GFRP IN LOW-HEAT HIGH-PERFORMANCE CONCRETE. D. Svecova,. H. RlZkaUa,H. Vogel, A. Jawara ABSTRACT
DURABLTY OF GFRP N LOW-HEAT HGH-PERFORMANCE CONCRETE S. 2 D. Svecova,. H. RlZkaUa,H. Vogel, A. Jawara University of Manitoba, Winnipeg, MB, Canada 2 North Carolina State University, Raleigh, NC, USA ABSTRACT
ANALYSIS OF CARBON-FIBER COMPOSITE STRENGTHENING TECHNIQUE FOR REINFORCED BEAM
ANALYSIS OF CARBON-FIBER COMPOSITE STRENGTHENING TECHNIQUE FOR REINFORCED BEAM S.D. Vanjara 2, J.M. Dave 1, Professor 1, Department of Mechanical Engineering, Institute of Technology, Nirma university
Flexural Behavior of RC T- Section Beams Strengthened with Different Configurations of CFRP Laminates
Research Article International Journal of Current Engineering and Technology ISSN 2277-4106 2012 INPRESSCO. All Rights Reserved. Available at http://inpressco.com/category/ijcet Flexural Behavior of RC
Università degli Studi di Roma Tor Vergata CIVIL ENGINEERING AND COMPUTER SCIENCE DEPARTMENT TERC TUNNELLING ENGINEERING RESEARCH CENTRE
Università degli Studi di Roma Tor Vergata CIVIL ENGINEERING AND COMPUTER SCIENCE DEPARTMENT TECHNICAL REPORT TESTS ON PRECAST TUNNEL SEGMENT IN CONCRETE REINFORCED WITH STEEL FIBERS (DRAMIX 4D 80/60BG)
Strengthening of RCC Column Using Glass Fibre Reinforced Polymer (GFRP)
Strengthening of RCC Column Using Glass Fibre Reinforced Polymer (GFRP) R. Sudhakar 1 and Dr. P. Partheeban 2 1 Associate Professor, Civil Engineering Department, Dr. M. G. R. Educational and Research
Flexural Behavior of RC T- Section Beams Strengthened with Different Configurations of CFRP Laminates
I NPRESSCO NTERNATIONAL PRESS CORPORATION Research Article International Journal of Current Engineering and Technology ISSN 2277-4106 2012 INPRESSCO. All Rights Reserved. Available at http://inpressco.com/category/ijcet
Precast Grandstand Elements
Precast Grandstand Elements Debrecen Stadium, Hungary The use of Barchip Fibres Helped Reduce Element Thickness From 22cm to 12cm Located in the North East Region of Hungary, Debrecen is the second largest
Fiber Reinforced Concrete (FRC)
Progress in Fiber Reinforced Concrete (FRC) Concrete is relatively brittle, and its tensile strength is typically only about one tenths of its compressive strength. Regular concrete is therefore normally
Seismic performance of New Steel Concrete Composite Beam-Columns
Seismic performance of New Steel Concrete Composite Beam-Columns Toshiaki FUJIMOTO, Hiroshi KOMATSU, Tomoyuki SAKURADA & Noritaka MOROHASHI College of Industrial Technology, Nihon University, Japan SUMMARY:
VACUUM PROCESS FOR STRENGTHENING CONCRETE STRUCTURES
VACUUM PROCESS FOR STRENGTHENING CONCRETE STRUCTURES Amando Padilla R., Antonio Flores B., Guillermo Landa A. and Iván Panamá UAM Azcapotzalco ABSTRACT This research is focused to study the effectiveness
Designing cast-in-situ FRC tunnel linings
Tailor Made Concrete Structures Walraven & Stoelhorst (eds) 2008 Taylor & Francis Group, London, ISBN 978-0-415-47535-8 Designing cast-in-situ FRC tunnel linings B. Chiaia, A.P. Fantilli & P. Vallini Politecnico
CONCRETE BEHAVIOUR AND CRACK CONTROL OF PRESTRESSED CONCRETE BEAMS WITH FIBRES
BEFIB2012 Fibre reinforced concrete Joaquim Barros et al. (Eds) UM, Guimarães, 2012 CONCRETE BEHAVIOUR AND CRACK CONTROL OF PRESTRESSED CONCRETE BEAMS WITH FIBRES Alena Kohoutková *, Iva Broukalová * *
SYNTHETIC MACRO-FIBERS REINFORCED SELF COMPACTING CONCRETE FOR LIGHTWEIGHT PRECAST ELEMENTS. A CASE STUDY
SYNTHETIC MACRO-FIBERS REINFORCED SELF COMPACTING CONCRETE FOR LIGHTWEIGHT PRECAST ELEMENTS. A CASE STUDY Jean Philippe Bigas (1), Bruno Pellerin (1), Fabien Deschryver (1), Pietro Massinari (2) and Giovanni
Investigation of the Properties of Concrete Modified with Various Fibres
Investigation of the Properties of Concrete Modified with Various Fibres Ronald Nsubuga Mukalazi 1 Chun Qing Li 2 ABSTRACT The use of concrete modified with fibres requires understanding of its mechanical
Faculty of Civil Engineering, Environment and Geodesy
COURSE TITLE: Strength of materials 1 dr hab. inż. Krzysztof Cichocki LECTURER: krzysztof.cichocki@tu.koszalin.pl ECTS POINTS FOR THE COURSE: 5.0 winter HOURS IN 15 Group tutorials, individual consultations
Fracture Study on Steel Fibre Reinforced Concrete
Fracture Study on Steel Fibre Reinforced Concrete Arjun T S 1, Divya K K 2 1 (Department of Civil Engineering, SNGCE, India) 2 (Department of Civil Engineering, SNGCE, India) Abstract: Concrete is a composite
REPAIRED REINFORCED CONCRETE BEAMS WITH NORMAL AND HIGH STRENGTH CONCRETE
Diyala Journal of Engineering Sciences ISSN 1999-8716 Printed in Iraq Vol. 06, No. 02, pp. 21-37, June 2013 REPAIRED REINFORCED BEAMS WITH NORMAL AND HIGH STRENGTH Emad Yassin Khudhair Engineering College,
Mechanics based models for ductility of fibre reinforced concrete beams
Southern Cross University epublications@scu 23rd Australasian Conference on the Mechanics of Structures and Materials 2014 Mechanics based models for ductility of fibre reinforced concrete beams M S. Mohamed
HPFRC plates for ground anchors
HPFRC plates for ground anchors M. di Prisco, D. Dozio, A. Galli, S. Lapolla Department of Structural Engineering, Politecnico di Milano M. Alba Surveying Department (DIIAR), Politecnico di Milano ABSTRACT:
Behaviour of UHPFRC-RC composite beams subjected to combined bending and shear
Behaviour of UHPFRC-RC composite beams subjected to combined bending and shear TALAYEH NOSHIRAVANI AND EUGEN BRÜHWILER Laboratory of Maintenance and Safety of Structures (MCS), Ecole Polytechnique Fédéral
Effect of fiber fatigue rupture on bridging stress degradation in fiber reinforced cementitious composites
Effect of fiber fatigue rupture on bridging stress degradation in fiber reinforced cementitious composites T. Matsumoto, P. Chun, & P. Suthiwarapirak The University of Tokyo, Tokyo, Japan. ABSTRACT: This
Creep Testing Methodologies and Results Interpretation
Creep Testing Methodologies and Results Interpretation Nicola Buratti and Claudio Mazzotti Abstract This paper presents a literature review on the main testing methodologies used to investigate the long-term
CVEN 483. Structural System Overview
CVEN 483 Structural System Overview Dr. J. Bracci Fall 2001 Semester Presentation Overview 1. Building system primary function 2. Types of load 3. Building materials 4. Structural members 5. Structural
Study on Strengthening of RC Slabs with Different Innovative Techniques
Open Journal of Civil Engineering, 2016, 6, 516-525 http://www.scirp.org/journal/ojce ISSN Online: 2164-3172 ISSN Print: 2164-3164 Study on Strengthening of RC Slabs with Different Innovative Techniques
Steel Fibre Reinforced Concrete Beams with Externally Bonded FRP Laminates
Steel Fibre Reinforced Concrete Beams with Externally Bonded FRP Laminates R.Rajeshguna 1, K.Suguna 2 and P.N.Raghunath3 1 Research Scholar, Department of Civil & Structural Engineering, Annmalai University,
Finite Element Analysis of RC Beams Strengthened with FRP Sheets under Bending
Australian Journal of Basic and Applied Sciences, 4(5): 773-778, 2010 ISSN 1991-8178 Finite Element Analysis of RC Beams Strengthened with FRP Sheets under Bending 1 2 Reza Mahjoub, Seyed Hamid Hashemi
Load-Carrying Behaviour of Connectors under Shear, Tension and Compression in Ultra High Performance Concrete
NSCC2009 Load-Carrying Behaviour of Connectors under Shear, Tension and Compression in Ultra High Performance Concrete J. Hegger, J. Gallwoszus & S. Rauscher RWTH Aachen University, Institute of Structural
Steel fibres Structural applications
WireSolutions Steel fibres Structural applications TAB-Slab TAB-Structural TAB-Deck TAB-Raft ArcelorMittal & WireSolutions Transforming tomorrow ArcelorMittal ArcelorMittal is the world leader in the steel
Retrofitting of Reinforced Concrete Beam with Externally Bonded CFRP
IJIRST International Journal for Innovative Research in Science & Technology Volume 2 Issue 07 December 2015 ISSN (online): 2349-6010 Retrofitting of Reinforced Concrete Beam with Externally Bonded CFRP
Shear strength of RC beams containing hybrid steel fibers
American Journal of Engineering Research (AJER) e-issn : 2320-0847 p-issn : 2320-0936 Volume-2 pp-48-52 www.ajer.org Research Paper Open Access Shear strength of RC beams containing hybrid steel fibers
FLEXURAL RESPONSE OF FRC BEAMS WITH EXTERNAL GFRP LAMINATES
FLEXURAL RESPONSE OF FRC BEAMS WITH EXTERNAL GFRP LAMINATES M.MARIAPPAN Research Scholar, Department of Structural Engineering, Annamalai Unniversity, Annamalai Nagar, Chidambaram, Tamilnadu, India mariappan.m2009@gmail.com
Strengthening of Reinforced Concrete Beam Using Glass Fiber Mix and GFRP Sheet
Strengthening of Reinforced Concrete Beam Using Glass Fiber Mix and GFRP Sheet Nibin.M, Prof.A.Kumar P.G Student, Department of Civil Engineering, JCT College of, Pichanur, Coimbatore, India Head of Department,
International Journal of ChemTech Research CODEN (USA): IJCRGG ISSN: Vol.8, No.2, pp , 2015
International Journal of ChemTech Research CODEN (USA): IJCRGG ISSN: 0974-4290 Vol.8, No.2, pp 815-821, 2015 Experimental Investigation of Wired Mesh - RC Beam S.Prathima, P. Jaishankar, 1 School of Civil
De-bonding of FRS Linings. E.S. Bernard and S.G. Reid
De-bonding of FRS Linings E.S. Bernard and S.G. Reid Characteristics of FRS Linings in Sydney Most FRS linings are arch-shaped but may include regions of flat-roof. The ground surface is generally smooth
Flexural Behaviour of Composite Girders Using FRP and Precast Ultra-High-Strength Fiber-Reinforced Concrete Slabs
Flexural Behaviour of Composite Girders Using FRP and Precast Ultra-High-Strength Fiber-Reinforced Concrete Slabs S.V.T. Janaka Perera 1*, Hiroshi Mutsuyoshi 1 and Nguyen Duc Hai 2 1 Saitama University,
STRENGTH AND WORKABILITY OF HYBRID FIBER REINFORCED SELF COMPACTING CONCRETE
STRENGTH AND WORKABILITY OF HYBRID FIBER REINFORCED SELF COMPACTING CONCRETE Hawraa A.Al-Shibani Email: hawraa09537@cceoman.net Abstract. In this project, an experimental investigation is carried out on
Study of Shear Behavior of RC Beams: Non Linear Analysis
Study of Shear Behavior of RC Beams: Non Linear Analysis 3477 Study of Shear Behavior of RC Beams: Non Linear Analysis Umer Farooq and K.S. Bedi1 Abstract Shear Failure of reinforced concrete beam more
Ultra high performance fiber reinforced concrete for strengthening and protecting bridge deck slabs
Bridge Maintenance, Safety, Management and Life Extension Chen, Frangopol & Ruan (Eds) 2014 Taylor & Francis Group, London, 978-1-138-00103-9 Ultra high performance fiber reinforced concrete for strengthening
MasterFiber. The Lightweight and Strong Concrete Reinforcement
The Lightweight and Strong Concrete Reinforcement Thanks to its superior bonding properties to the concrete matrix, from Master Builders Solutions has enabled us to save on both production time and materials.
Design Guide for Concrete Toppings to Beam & EPS Block Suspended Floors
Design Guide for Concrete Toppings to Beam & EPS Block Suspended Floors September 2017 Cooperating organizations BBA BPF (British Plastics Federation) British Precast PFF BRMCA Concrete Society Grace Construction
Experimental and Analytical Study on Flexural Behavior Of Curved Beams
Experimental and Analytical Study on Flexural Behavior Of Curved Beams D.K.Kayathri Mepco Schlenk Engineering College Sivakasi 626 005, Tamil Nadu, India C.D.R.Balaji Mepco Schlenk Engineering College
FLEXURAL BEHAVIOR OF LIGHTWEIGHT AGGREGATEE CONCRETE ONE-WAY
International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 13, December 2018, pp.277 289, Article ID: IJCIET_09_13_0299 Available online at http://www.ia aeme.com/ijciet/issues.asp?jtype=ijciet&vtype=
EGCE 406: Bridge Design
EGCE 406: Bridge Design Design of Slab for Praveen Chompreda Mahidol University First Semester, 2006 Bridge Superstructure Outline Components of bridge Superstructure Types Materials Design of RC Deck
Characteristics of Concrete Based on Red Waste Ceramics and Reinforced by Steel Fibre
Fourth International Conference on Sustainable Construction Materials and Technologies http://www.claisse.info/proceedings.htm SCMT4 Las Vegas, USA, August 7-11, 2016 Characteristics of Concrete Based
Strength Modeling of Reinforced Concrete Beam with Externally Bonded Fibre Reinforcement Polymer Reinforcement
American J. of Engineering and Applied Sciences 1 (3): 192-199, 28 ISSN 1941-72 28 Science Publications Strength Modeling of Reinforced Concrete Beam with Externally Bonded Fibre Reinforcement Polymer