Analysis of Composite Fiber Reinforced Concrete Slabs Authors: Scott Tomlinson and Levon Minnetyan P.E., Member ASCE Presenter: Scott Tomlinson Principal.

Slides:



Advertisements
Similar presentations
Sample Problem 4.2 SOLUTION:
Advertisements

T1. DESIGN OF STEEL BEAMS Steel framed building
SUB-STRUCTURE foundations.
1 Analysis of Test Results 2 What we’ll have to do: Load-Deflection curve. Load Vs Strain curve for steel and concrete Find yield load (  s = 0.002)
8621 Georgia Avenue Silver Spring, MD
2.2 STRUCTURAL ELEMENT Reinforced Concrete Slabs
Chp12- Footings.
Modeling of Composite Steel Floors Using GT STRUDL
Tests to Verify Low Strength Concrete ACI Georgia Chapter Virgil D. Skipper Seminar June 2009 Robert Jenkins, P. E.
Umm Al-Qura University Department of Civil & Structural Engineering
T6. DESIGN OF REINFORCED CONCRETE BEAM Reinforced concrete framed building T6. Design of reinforced concrete beam page 1. Alaprajz Floor plan Beam: linear.
Fraser Centre State College, PA Tyler Strange Structural Option Consultant: Dr. Thomas Boothby April 13, 2011 Tyler StrangeStructural Option Fraser Centre.
Reinforced Concrete Flexural Members
Sample Problem 4.2 SOLUTION:
Section 3 design of post-tensioned components for flexure Developed by the pTI EDC-130 Education Committee lead author: trey Hamilton, University of.
Increased load capacity of arch bridge using slab reinforced concrete T.G. Hughes & M. Miri Cardiff School of Engineering Arch 04, Barcelona, Nov ,
Estimating Quotients. Compatible Numbers Estimate: 5,903 6 = 6,000 6= Estimate: 867 9= Numbers that are easy to compute mentally. 1, =100.
Sample Problem 4.2 SOLUTION:
Slab Design.
EXAMPLE 9.2 – Part IV PCI Bridge Design Manual
Analytical Evaluation of Precast Concrete Structures Resistance to Disproportionate Collapse Progressive Collapse:  When a ”disproportionately” large.
/t/ / I d/ /d/ Try Again Go on /t/ / I d/ /d/
ODOT Policy for Deck/Slab Closure Pours Sean Meddles, P.E. Assistant Administrator ODOT Office of Structural Engineering.
Fiber-Reinforced Polymer (FRP)
3711 Market Street 3711 Market Street Philadelphia, PA Zachary Yarnall l Structural Option AE Senior Thesis l Spring 2010 Faculty Consultant l Professor.
Fiber reinforced concrete
Copyright © Cengage Learning. All rights reserved. 12 Simple Linear Regression and Correlation.
Umm Al-Qura University Department of Civil & Structural Engineering 1 Design of reinforced concrete II Design of one-way solid slabs Lecture (1)
Umm Al-Qura University Department of Civil & Structural Engineering
BEAMS AND COLUMNS.
Reading Structural Drawings
Rockville Metro Plaza II Rockville Pike John Vais | Structural Option PSU AE Senior Thesis 2014 Faculty Advisor – Dr. Hanagan Rockville, Maryland
1 Differences Between BRASS and AASHTO Standard Spec Engines Virtis Opis BRIDGEWare Users Group Meeting 2011 Helena, Montana.
BEAMS AND COLUMNS PRESENTED BY K.ROSHIN RUKSHANA.
Bridge Design to AS 5100 Sydney May 25th 2005 Using High Strength Concrete with AS 5100 opportunities and restrictions.
N.W.F.P. University of Engineering and Technology Peshawar 1 By: Prof Dr. Akhtar Naeem Khan Lecture 12: Composite Beams.
©Teaching Resource in Design of Steel Structures IIT Madras, SERC Madras, Anna Univ., INSDAG 1 COMPOSITE FLOORS - II.
LTPP – Case Studies in Performance Data Mining Transportation Data Palooza – Processing Data Track May 9, 2013 US DOT HQ, Washington, D.C. Yan (Jane) Jiang,
Check the sizes of all four supports..They keep varying in diameter as well as the height.
Composite Construction
Eastern USA University Academic Center Alexander AltemoseIStructural Option.
1 Differences Between BRASS and AASHTO LRFD/LRFR Engines Virtis Opis BRIDGEWare Users Group Meeting 2011 Helena, Montana.
BEAMS: Beams are structural members that can carry transverse loads which produce bending moments & shear force. Girders: Main load carrying members into.
X = Y. Direct variation X 1 X = Y 1 Y 2.
Lecture 2 Structural System Overview CVEN Structural Concrete Design January 15, 2003.
Design of One Way Slabs CE A433 – RC Design T. Bart Quimby, P.E., Ph.D. Spring 2007.
By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. Reinforced Concrete Design-6 Shear Design of Beams.
An-Najah National University
Sample Problem 4.2 SOLUTION:
DURABILITY OF CONCRETE STRUCTURES RURAL POLYTECHNIC TARIHAL
Pure Bending.
Strength of Materials University of Technology Second Class
(i) proper arrangement of reinforcing bars and
SHERINE RAJ AP/CIVIL ENGINEERING DEPARTMENT OF SCD
SeminAR ON LINTELS --SANTHOSHKUMAR.M..,.
Structure II Course Code: ARCH 209 Dr. Aeid A. Abdulrazeg
ASSESSEMENT AND REHABILITATION OF STRUCTURES
786 Design of Two Way Floor System for Slab with Beams
Concrete Structures DR. Nabil Dmaidi.
Arch205 building construction floor & Roof systems
Sample Problem 4.2 SOLUTION:
Physics-based simulation for visual computing applications
Reinforced Concrete Design-6
Structure II Course Code: ARCH 209 Dr. Aeid A. Abdulrazeg
2.2 STRUCTURAL ELEMENT Reinforced Concrete Slabs
NOTATION fps = stress in prestressing steel at service loads less decompression stress, ksi 4/7/2019 Ce 572.
ACPA 2014 Pipe School – Houston, TX
Research and Development at Ramsay Maunder Associates
Chapter 13 Concrete Form Design.
Design of Steel Structures (2) Design of Steel Beams
Presentation transcript:

Analysis of Composite Fiber Reinforced Concrete Slabs Authors: Scott Tomlinson and Levon Minnetyan P.E., Member ASCE Presenter: Scott Tomlinson Principal Investigator: Levon Minnetyan

Objective Investigate the Design of Reinforced Concrete Slabs Without Steel –Use Fiberglass Base –Increase Slab Life Span –Increase Slab Strength Use CODSTRAN Computer Simulation –Avoid Curing Time for Concrete –Make Changes Easy to Enact

Methods Validate Computer Modeling Technique Extend Model to the Desired Design –Multiplex Include Variations In: –Loading - Concentrated Vs. Distributed –Fiber Depth Expand Fiber Reinforcements Widthwise

Calibration

Tests

Next Steps Finish Evaluating Variations in Fiber Depth Expand Width Again –Run Distributed Loads –Run Concentrated Loads –Vary Fiber Depth on each Estimated Computer Time, 6 more days

Any Questions? Thanks Dr. Minnetyan! Thank you for your time.