USING LOCAS SOFTWARE TO PREDICT THE LONG-TERM BEHAVIOR OF SALT CAVERNS

Size: px
Start display at page:

Download "USING LOCAS SOFTWARE TO PREDICT THE LONG-TERM BEHAVIOR OF SALT CAVERNS"

Transcription

1 USING LOCAS SOFTWARE TO PREDICT THE LONG-TERM BEHAVIOR OF SALT CAVERNS Technical Class SMRI Fall Meeting Leipzig, Germany October 3, OUTLINE Introduction LOCAS main features Example of application: cavern abandonment Conclusions 2 1

2 QUICK INTRODUCTION WHAT IS LOCAS? A 2D axisymetrical Finite Element code Af fully coupled dthermo-hydro-mechanical h code A powerful but user-friendly Windows software WHAT IS IT FOR? Study of liquid-filled or gas-filled salt caverns Short-term and long-term behavior of caverns Examples of applications: Stability of cavern at min/max pressure, cycling Analysis of Mechanical Integrity Tests Abandonment of salt caverns 3 EXAMPLE OF APPLICATION CAVERN ABANDONMENT Carresse SPR2 cavern test supported by SMRI 300 m 9000 m 3 4 2

3 KEY POINTS IN THE ANALYSIS OF AN ABANDONMENT TEST PRELIMINARY TASKS Task 1: Calculate cavern pressure evolution during the test Task 2: Calculate long-term cavern temperature evolution Task 3: Assess casing/casing shoe leaks during the test DETERMINATION OF SALT PARAMETERS - Mechanical parameters elasticity secondary creep (Norton-Hoff) - Hydraulical parameters: salt permeability at cavern scale LONG-TERM FEM COMPUTATIONS PREDICTIONS 5 ANALYSIS OF A PRE-ABANDONMENT TEST Wellhead measurements Sonar survey Cavern temperature measurement Cavern pressure evolution Cavern mesh Cavern temperature evolution Cavern fluid(s) properties Rock salt properties LONG-TERM COMPUTATIONS 6 3

4 ANALYSIS OF A PRE-ABANDONMENT TEST Wellhead measurements Sonar survey Cavern temperature measurement Cavern pressure evolution Cavern mesh Cavern temperature evolution Cavern fluid(s) properties Rock salt properties LONG-TERM COMPUTATIONS 7 Task 1: Determination of cavern pressure evolution during the test Pressures measured at well head Cavern pressure Well data columns composition temperature log fluids compressibilities possible leaks 8 4

5 History of Wellhead Pressures 9 History of Ground Temperature 10 5

6 History of Atmospheric Pressure 11 A FILTERING TOOL IS EMBEDDED Wellhead pressure Ground temperature Atmospheric pressure 12 6

7 Measured pressure Corrected pressure 13 Earth tides Right-click on corrected pressure spectrum 14 7

8 Task 1: Determination of cavern pressure evolution during the test Corrected pressures at well head Corrected cavern pressure Well data columns composition temperature log fluids compressibilities possible leaks 15 Well Data in LOCAS Strings database Fluids database Rocks database Layers database Sections database Stratigraphic cross-section view Well architecture view 16 8

9 LIQUIDS DATABASE 17 PURE GASE DATABASE 18 9

10 NATURAL GASES DATABASE 19 SECTIONS DATABASE 20 10

11 WELL ARCHITECTURE Section #2 Section #3 Section #5 21 INJECTIONS/WITHDRAWALS DATABASE Data can be loaded from a flow measurement file 22 11

12 COLUMNS DATABASE It s possible to have up to 4 different fluids in each column (3 interfaces) 23 HISTORY OF CAVERN PRESSURE 24 12

13 ANALYSIS OF A PRE-ABANDONMENT TEST Wellhead measurements Sonar survey Cavern temperature measurement Cavern pressure evolution Cavern mesh Cavern temperature evolution Cavern fluid(s) properties Rock salt properties LONG-TERM COMPUTATIONS 25 CAVERN GEOMETRY IN LOCAS 2D axisymetrical caverns Simple shape (sphere, cylinder) or Real shape from sonar survey Av. cavern radius as a function of depth Meshing parameters Embedded mesher Cavern mesh Meshes databases 26 13

14 CAVERN PROFILE FROM SONAR SURVEY Load file from sonar survey 27 MESHING PARAMETERS 28 14

15 MESH VIEW

16 3D VIEW 31 SPR

17 MESHES DATABASE 33 ANALYSIS OF A PRE-ABANDONMENT TEST Wellhead measurements Sonar survey Cavern temperature measurement Cavern pressure evolution Cavern mesh Cavern temperature evolution Cavern fluid(s) properties Rock salt properties LONG-TERM COMPUTATIONS 34 17

18 Task 2: Determination of long-term cavern temperature evolution - Determination of natural rock temperature T - Fitting of a cavern temperature measurement Accurate prediction of brine temperature evolution brine thermal expansion 35 SPR2 Geothermal Temperature SPR2 - Logs de température et calage gradients SPR3 Temperature ( C) Température ( C) ofondeur / sol (m) Depth (m) Pro Top of salt T 19.5 C 12/06/2002 moyenne 20/08/2002 moyenne 08/10/2002 moyenne 1ères inclusions sel Sabot Casing Base Cheminée Landing Nipple SPR3 : 2,5 C/100 m SPR3 : 1,2 C/100 m

19 SPR2 TEMPERATURE MEASUREMENT IN 2002 reference C 058 C/year Cavern Temperature measurement T 19.5 C Accurate prediction actual virtual Time July

20 SPR2 CAVERN TEMPERATURE FITTING C C/year Temperature 1 st June days 1 st July 2002 Time 39 ANALYSIS OF A PRE-ABANDONMENT TEST Wellhead measurements Sonar survey Cavern temperature measurement Cavern pressure evolution Cavern mesh Cavern temperature evolution Cavern fluid(s) properties Rock salt properties LONG-TERM COMPUTATIONS 40 20

21 BRINE PROPERTIES 41 SALT PROPERTIES Mechanical properties Elasticity Creep: stationnary + transient 4 implemented creep laws Norton-Hoff Lemaitre-Menzel-Schreiner Munson-Dawson Lubby2 + possibility of reverse creep using a modified d Munson-Dawson law Thermal properties Hydraulical properties (micro-permeation) Chemical properties (dissolution/crystallization) 42 21

22 Munson-Dawson Database 43 Salt Micro-permeation Properties 44 22

23 Calculation Steps 45 Phenomena that can be taken into account: Salt creep Cavern fluid heating/cooling Cavern fluid micro-permeation Salt complementary dissolution/crystallization Cavern fluid adiabatic compression/release Coupled through cavern compressibility Cavern pressure/temperature and casing leaks can be set or calculated 46 23

24 Example of parameters back-calculation 47 Salt parameters to be determined for long-term computations: Salt elastic parameters E, Salt creep parameters Stationnary creep: Norton-Hoff parameters A, nq, R Salt hydraulical parameters hyd K salt 48 24

25 Back-calculation of Salt Elastic Parameters Compressibility test V m /MPa 0.25 assumed Finite Elements computation E 16,500 MPa 49 STATIONNARY PARAMETERS FITTED FOR TWO PERIODS Transient phase 2 nd fitting period 1 st fitting period 50 25

26 Selection of Parameters to be Fitted 51 Parameters to be Fitted Search domain 52 26

27 Selection of Fitted Periods 53 Selection of the Optimization Method 54 27

28 Fitting results can be ed 55 Worst (hpa) lt permeability Sal Pressure computation measure Time Best Norton A parameter m² m² 56 28

29 INVESTIGATION OF FITTING SENSIBILITY 57 SPR2 - FITTING MAIN RESULTS hyd Salt permeability: K m salt 20 2 Salt stationnary creep: Q n Aexp RT (Norton-Hoff law) -n A (/MPa -year) n Q R (K) 2 possible sets of parameters Set # Set #

30 STATIONNARY PARAMETERS FITTED FOR TWO PERIODS Average pressure difference < 10 hpa 59 Long-term computation 60 30

31 Norton-Hoff set #1 hyd K salt 410 m 20 2 n A 2.5 /MPa -year Q R 4100 K 61 SUBSIDENCE CALCULATION 62 31

32 NO-TENSION CRITERIA, DILATION CRITERIA 63 EXAMPLE OF CONTOUR PLOTS It s also possible to create movies (.avi) 64 32

33 CONCLUSIONS Many features have been implemented in a software called LOCAS LOCAS can be helpful for various kinds of studies, as for instance: pressure/temperature prediction including transient behavior simulation of fast cycling loading Natural gas, CAES long-term simulations (abandonment, subsidence) mechanical integrity tests (MITs) analysis short-term term stability (min./max. operating pressure) mechanical/thermal/hydraulical parameters fitting from in situ tests Prediction from data at cavern scale 65 CONCLUSIONS LOCAS supports all 32-bits Windows versions, Windows Seven included. 3D & 64 bits versions under development. LOCAS is not yet available for sale. Interested people, please contact Benoit Brouard: contact@brouard-consulting.com 66 33

SOLUTION MINING RESEARCH INSTITUTE 105 Apple Valley Circle Clarks Summit, PA 18411, USA

SOLUTION MINING RESEARCH INSTITUTE 105 Apple Valley Circle Clarks Summit, PA 18411, USA SOLUTION MINING RESEARCH INSTITUTE 105 Apple Valley Circle Clarks Summit, PA 18411, USA Technical Conference Paper Telephone: +1 570-585-8092 Fax: +1 505-585-8091 www.solutionmining.org Tensile Effective

More information

Dilation occurrence analysis in gas storage based on the different constitutive models response

Dilation occurrence analysis in gas storage based on the different constitutive models response Journal of Applied Mathematics and Physics, 014, *, ** Published Online **** 014 in SciRes. http://www.scirp.org/journal/jamp http://dx.doi.org/10.436/jamp.014.***** Dilation occurrence analysis in gas

More information

LOSAC : A First Salt Cavern Abandonment Software

LOSAC : A First Salt Cavern Abandonment Software SOLUTION MINING RESEARCH INSTITUTE 3336 Lone Hill Lane Encinitas, California 92024, USA Technical Paper Telephone: 858-759-7532 Fax: 858-759-7542 www.solutionmining.org smri@solutionmining.org LOSAC :

More information

Thermal Modeling of a Mechanical Integrity Test on an Underground Storage Cavern

Thermal Modeling of a Mechanical Integrity Test on an Underground Storage Cavern University of Colorado, Boulder CU Scholar Civil Engineering Graduate Theses & Dissertations Civil, Environmental, and Architectural Engineering Spring 1-1-2011 Thermal Modeling of a Mechanical Integrity

More information

Hydraulic fracturing in unconventional shale gas reservoirs. Dr.-Ing. Johannes Will, Dynardo GmbH, Weimar, Germany

Hydraulic fracturing in unconventional shale gas reservoirs. Dr.-Ing. Johannes Will, Dynardo GmbH, Weimar, Germany Hydraulic fracturing in unconventional shale gas reservoirs Dr.-Ing. Johannes Will, Dynardo GmbH, Weimar, Germany Founded: 2001 (Will, Bucher, CADFEM International) More than 35 employees, offices at Weimar

More information

Example-3. Title. Description. Cylindrical Hole in an Infinite Mohr-Coulomb Medium

Example-3. Title. Description. Cylindrical Hole in an Infinite Mohr-Coulomb Medium Example-3 Title Cylindrical Hole in an Infinite Mohr-Coulomb Medium Description The problem concerns the determination of stresses and displacements for the case of a cylindrical hole in an infinite elasto-plastic

More information

Tutorial 11. Use of User-Defined Scalars and User-Defined Memories for Modeling Ohmic Heating

Tutorial 11. Use of User-Defined Scalars and User-Defined Memories for Modeling Ohmic Heating Tutorial 11. Use of User-Defined Scalars and User-Defined Memories for Modeling Ohmic Heating Introduction The purpose of this tutorial is to illustrate the use of user-defined scalars (UDS) and user defined

More information

ANSYS Explicit Dynamics Update. Mai Doan

ANSYS Explicit Dynamics Update. Mai Doan ANSYS Explicit Dynamics Update Mai Doan Mai.Doan@ansys.com +1 512 687 9523 1/32 ANSYS Explicit Dynamics Update Outline Introduction Solve Problems that were Difficult or Impossible in the Past Structural

More information

Institut National de l'environnement Industriel et des Risques- INERIS, F Verneuil-en-Halate, France

Institut National de l'environnement Industriel et des Risques- INERIS, F Verneuil-en-Halate, France Paper No. 166 ISMS 2016 Analysis of failure in a salt room and pillar mine Farid Laouafa, Mehdi Ghoreychi Institut National de l'environnement Industriel et des Risques- INERIS, F-60550 Verneuil-en-Halate,

More information

BE CAE & Test. How Apps Can Support COMSOL Multiphysics Users? Giuseppe Petrone and Carmelo Barbagallo

BE CAE & Test. How Apps Can Support COMSOL Multiphysics Users? Giuseppe Petrone and Carmelo Barbagallo BE CAE & Test How Apps Can Support COMSOL Multiphysics Users? Giuseppe Petrone and Carmelo Barbagallo BE CAE & TEST, Viale Africa 170 Sc. A, 95129 Catania (ITALY) Rotterdam, 18-20 October 2017 http://www.be-caetest.it

More information

Thermomechanical aspects of high frequency cycling in salt storage caverns

Thermomechanical aspects of high frequency cycling in salt storage caverns International Gas Union Research Conference 011 Thermomechanical aspects of high frequency cycling in salt storage caverns Pierre Bérest FRANCE ABSTRACT Storage of natural gas in salt caverns had been

More information

Thermomechanical Aspects of high frequency cycling in salt storage caverns.

Thermomechanical Aspects of high frequency cycling in salt storage caverns. Thermomechanical Aspects of high frequency cycling in salt storage caverns. Pierre Berest To cite this version: Pierre Berest. Thermomechanical Aspects of high frequency cycling in salt storage caverns..

More information

Anisotropic permeabilities evolution of reservoir rocks under pressure:

Anisotropic permeabilities evolution of reservoir rocks under pressure: Extended reserves Clean refining Fuel-efficient vehicles Diversified fuels Controlled CO 2 Anisotropic permeabilities evolution : New experimental and numerical approaches (1) Dautriat J. 1-2*, Gland N.

More information

If your model can t do this, why run it?

If your model can t do this, why run it? FRACTURE MODEL DESIGN MODEL REQUIREMENTS Describe/Include the basic physics of all important processes Ability to predict (not just mimic) job results Provide decision making capability Understand what

More information

Fluid Mechanics-61341

Fluid Mechanics-61341 An-Najah National University College of Engineering Fluid Mechanics-61341 Chapter [1] Fundamentals 1 The Book (Elementary Fluid Mechanics by Street, Watters and Vennard) Each chapter includes: Concepts

More information

STATIC AND DYNAMIC COMPRESSIBILITY OF DEEP UNDERGROUND CAVERNS

STATIC AND DYNAMIC COMPRESSIBILITY OF DEEP UNDERGROUND CAVERNS STATIC AND DYNAMIC COMPRESSIBILITY OF DEEP UNDERGROUND CAVERNS P. Bérest, J. Bergues, B. Brouard Laoratoire de Mécanique des Solides Centre commun X, Mines, Ponts, URA 317 CNRS Ecole Polytechnique 91128

More information

Lab 5 - Aquifer Elasticity and Specific Storage. Due October 12 14, 2010

Lab 5 - Aquifer Elasticity and Specific Storage. Due October 12 14, 2010 Lab 5 - Aquifer Elasticity and Specific Storage Due October 12 14, 2010 The goal of this experiment is to measure the specific storage S s of a balloon, which simulates aquifer elasticity. The experiment

More information

UNIFIED ENGINEERING Fall 2003 Ian A. Waitz

UNIFIED ENGINEERING Fall 2003 Ian A. Waitz Ian A. Waitz Problem T6. (Thermodynamics) Consider the following thermodynamic cycle. Assume all processes are quasi-static and involve an ideal gas. 3 p Const. volume heat addition 2 adiabatic expansion

More information

SPE DISTINGUISHED LECTURER SERIES is funded principally through a grant of the SPE FOUNDATION

SPE DISTINGUISHED LECTURER SERIES is funded principally through a grant of the SPE FOUNDATION SPE DISTINGUISHED LECTURER SERIES is funded principally through a grant of the SPE FOUNDATION The Society gratefully acknowledges those companies that support the program by allowing their professionals

More information

Practical methodology for inclusion of uplift and pore pressures in analysis of concrete dams

Practical methodology for inclusion of uplift and pore pressures in analysis of concrete dams Practical methodology for inclusion of uplift and pore pressures in analysis of concrete dams Michael McKay 1 and Francisco Lopez 2 1 Dams Engineer, GHD Pty 2 Principal Dams/Structural Engineer, GHD Pty

More information

DYNAMIC ANALYSIS OF PILES IN SAND BASED ON SOIL-PILE INTERACTION

DYNAMIC ANALYSIS OF PILES IN SAND BASED ON SOIL-PILE INTERACTION October 1-17,, Beijing, China DYNAMIC ANALYSIS OF PILES IN SAND BASED ON SOIL-PILE INTERACTION Mohammad M. Ahmadi 1 and Mahdi Ehsani 1 Assistant Professor, Dept. of Civil Engineering, Geotechnical Group,

More information

[Maddu, 5(12): December2018] ISSN DOI /zenodo Impact Factor

[Maddu, 5(12): December2018] ISSN DOI /zenodo Impact Factor GLOBAL JOURNAL OF ENGINEERING SCIENCE AND RESEARCHES ANALYSIS OF RADIATOR FAN OF WDM-2 LOCO ENGINE FOR EFFICIENCY IMPROVEMENT Yesu Ratnam. Maddu *1, K.Divakara Murthy 2 & Shaik Saidulu 3 *1,3 Assistant

More information

Release Notes Digimat 6.0.1

Release Notes Digimat 6.0.1 Release Notes Digimat 6.0.1 May 2015 p. 2 p. 3 p.4 p. 6 p. 7 p. 9 - p.10 1 P a g e C o p y r i g h t M S C S o f t w a r e B e l g i u m, 2015 New Capabilities Failure indicators o Temperature dependent

More information

Vibrations and Free Oscillations in Salt Caverns

Vibrations and Free Oscillations in Salt Caverns SOLUTION MINING RESEARCH INSTITUTE Meeting Paper 1745 Chris Court Deerfield, Illinois 60015-2079 USA 847-37 4-0490 Vibrations and Free Oscillations in Salt Caverns Pierre Berest Jean Bergues Benoit Brouard

More information

EXAM 1 PHYS 103 FALL 2011 A NAME: SECTION

EXAM 1 PHYS 103 FALL 2011 A NAME: SECTION EXAM 1 PHYS 103 FALL 2011 A NAME: SECTION As a student at NJIT I, will conduct myself in a professional manner and will comply with the provisions of the NJIT Academic Honor Code. I also understand that

More information

Effect Of The In-Situ Stress Field On Casing Failure *

Effect Of The In-Situ Stress Field On Casing Failure * Effect Of The In-Situ Stress Field On Casing Failure * Tang Bo Southwest Petroleum Institute, People's Republic of China Lian Zhanghua Southwest Petroleum Institute, People's Republic of China Abstract

More information

Hijiori HDR Reservoir Evaluation by Micro-Earthquake Observation

Hijiori HDR Reservoir Evaluation by Micro-Earthquake Observation GRC Transactions, Vol. 38, 2014 Hijiori HDR Reservoir Evaluation by Micro-Earthquake Observation Hideshi Kaieda Central Research Institute of Electric Power Industry, Abiko, Chiba, Japan Keywords HDR,

More information

MATERIAL MECHANICS, SE2126 COMPUTER LAB 4 MICRO MECHANICS. E E v E E E E E v E E + + = m f f. f f

MATERIAL MECHANICS, SE2126 COMPUTER LAB 4 MICRO MECHANICS. E E v E E E E E v E E + + = m f f. f f MATRIAL MCHANICS, S226 COMPUTR LAB 4 MICRO MCHANICS 2 2 2 f m f f m T m f m f f m v v + + = + PART A SPHRICAL PARTICL INCLUSION Consider a solid granular material, a so called particle composite, shown

More information

REE 307 Fluid Mechanics II. Lecture 1. Sep 27, Dr./ Ahmed Mohamed Nagib Elmekawy. Zewail City for Science and Technology

REE 307 Fluid Mechanics II. Lecture 1. Sep 27, Dr./ Ahmed Mohamed Nagib Elmekawy. Zewail City for Science and Technology REE 307 Fluid Mechanics II Lecture 1 Sep 27, 2017 Dr./ Ahmed Mohamed Nagib Elmekawy Zewail City for Science and Technology Course Materials drahmednagib.com 2 COURSE OUTLINE Fundamental of Flow in pipes

More information

Bloomsburg University Weather Viewer Quick Start Guide. Software Version 1.2 Date 4/7/2014

Bloomsburg University Weather Viewer Quick Start Guide. Software Version 1.2 Date 4/7/2014 Bloomsburg University Weather Viewer Quick Start Guide Software Version 1.2 Date 4/7/2014 Program Background / Objectives: The Bloomsburg Weather Viewer is a weather visualization program that is designed

More information

Table of Contents Chapter 1 Introduction to Geotechnical Engineering 1.1 Geotechnical Engineering 1.2 The Unique Nature of Soil and Rock Materials

Table of Contents Chapter 1 Introduction to Geotechnical Engineering 1.1 Geotechnical Engineering 1.2 The Unique Nature of Soil and Rock Materials Table of Contents Chapter 1 Introduction to Geotechnical Engineering 1.1 Geotechnical Engineering 1.2 The Unique Nature of Soil and Rock Materials 1.3 Scope of This Book 1.4 Historical Development of Geotechnical

More information

Estimating Permeability from Acoustic Velocity and Formation Resistivity Factor

Estimating Permeability from Acoustic Velocity and Formation Resistivity Factor 5th Conference & Exposition on Petroleum Geophysics, Hyderabad-2004, India PP 582-587 and Formation Resistivity Factor Majid Nabi-Bidhendi Institute of Geophysics, University of Tehran, P.O. Box 14155-6466,

More information

DETERMINATION OF SAFE WITHDRAWAL RATES OF COMPRESSED-AIR ENERGY STORAGE IN SALT CAVERNS

DETERMINATION OF SAFE WITHDRAWAL RATES OF COMPRESSED-AIR ENERGY STORAGE IN SALT CAVERNS Research and Development Journal Volume 26 Issue 2 April-June 2015 Received 1 August 2014 Accepted 23 March 2015 The Engineering Institute of Thailand under H.M. The King s Patronage The Engineering Institute

More information

Photos placed in horizontal p osition with even amount of white sp ace between photos and header

Photos placed in horizontal p osition with even amount of white sp ace between photos and header Photos placed in h orizontal position with even amount of white space between photos a nd header Interbed Modeling to Predict Wellbore Damage for ig Hill Strategic Petroleum Reserve Photos placed in horizontal

More information

Discrete Element Modeling of Thermo-Hydro-Mechanical Coupling in Enhanced Geothermal Reservoirs

Discrete Element Modeling of Thermo-Hydro-Mechanical Coupling in Enhanced Geothermal Reservoirs PROCEEDINGS, Thirty-Eighth Workshop on Geothermal Reservoir Engineering Stanford University, Stanford, California Discrete Element Modeling of Thermo-Hydro-Mechanical Coupling in Enhanced Geothermal Reservoirs

More information

Introduction to Oil&Gas Well Drilling

Introduction to Oil&Gas Well Drilling Introduction to Oil&Gas Well Drilling Drilling Introduction to Oil&Gas Well Drilling The term drilling indicates the whole complex of operations necessary to construct wells of circular section applying

More information

A Constitutive Framework for the Numerical Analysis of Organic Soils and Directionally Dependent Materials

A Constitutive Framework for the Numerical Analysis of Organic Soils and Directionally Dependent Materials Dublin, October 2010 A Constitutive Framework for the Numerical Analysis of Organic Soils and Directionally Dependent Materials FracMan Technology Group Dr Mark Cottrell Presentation Outline Some Physical

More information

Thermo Mechanical Analysis of AV1 Diesel Engine Piston using FEM

Thermo Mechanical Analysis of AV1 Diesel Engine Piston using FEM Journal of Advanced Engineering Research ISSN: 2393-8447 Volume 2, Issue 1, 2015, pp.23-28 Thermo Mechanical Analysis of AV1 Diesel Engine Piston using FEM Subodh Kumar Sharma 1, *, P. K. Saini 2, N. K.

More information

C ONTENTS CHAPTER TWO HEAT CONDUCTION EQUATION 61 CHAPTER ONE BASICS OF HEAT TRANSFER 1 CHAPTER THREE STEADY HEAT CONDUCTION 127

C ONTENTS CHAPTER TWO HEAT CONDUCTION EQUATION 61 CHAPTER ONE BASICS OF HEAT TRANSFER 1 CHAPTER THREE STEADY HEAT CONDUCTION 127 C ONTENTS Preface xviii Nomenclature xxvi CHAPTER ONE BASICS OF HEAT TRANSFER 1 1-1 Thermodynamics and Heat Transfer 2 Application Areas of Heat Transfer 3 Historical Background 3 1-2 Engineering Heat

More information

An Introduction to COMSOL Multiphysics v4.3b & Subsurface Flow Simulation. Ahsan Munir, PhD Tom Spirka, PhD

An Introduction to COMSOL Multiphysics v4.3b & Subsurface Flow Simulation. Ahsan Munir, PhD Tom Spirka, PhD An Introduction to COMSOL Multiphysics v4.3b & Subsurface Flow Simulation Ahsan Munir, PhD Tom Spirka, PhD Agenda Provide an overview of COMSOL 4.3b Our products, solutions and applications Subsurface

More information

Coupled CFD-FE-Analysis for the Exhaust Manifold of a Diesel Engine

Coupled CFD-FE-Analysis for the Exhaust Manifold of a Diesel Engine Coupled CFD-FE-Analysis for the Exhaust Manifold of a Diesel Engine Yasar Deger*, Burkhard Simperl*, Luis P. Jimenez** *Sulzer Innotec, Sulzer Markets and Technology Ltd, Winterthur, Switzerland **Guascor

More information

Modelling generation of fibre waviness during processing

Modelling generation of fibre waviness during processing Modelling generation of fibre waviness during processing Brendon Qu and Michael Sutcliffe Department of Engineering University of Cambridge, UK ECCM-14, 7th-10th June 010, Budapest Overview Introduction

More information

THE ROLE OF STRUCTURAL RELIABILITY OF GEOTECHNICAL BARRIERS OF AN HLW/SF REPOSITORY IN SALT ROCK WITHIN THE SAFETY CASE

THE ROLE OF STRUCTURAL RELIABILITY OF GEOTECHNICAL BARRIERS OF AN HLW/SF REPOSITORY IN SALT ROCK WITHIN THE SAFETY CASE THE ROLE OF STRUCTURAL RELIABILITY OF GEOTECHNICAL BARRIERS OF AN HLW/SF REPOSITORY IN SALT ROCK WITHIN THE SAFETY CASE N. Müller-Hoeppe, M. Jobmann, M. Polster, H. Schmidt DBE TECHNOLOGY GmbH SAFETY CASES

More information

SECTION 1. Introduction to MD NASTRAN SOL 400

SECTION 1. Introduction to MD NASTRAN SOL 400 SECTION 1 Introduction to MD NASTRAN SOL 400 S1-1 S1-2 What is "MD NASTRAN"? Evolution of engineering challenges: Complex systems vs. "just parts" Interacting environments Disparate tools and databases

More information

Numerical Analysis on the Interaction between Two Zipper Frac Wells with Continuum Damage Model

Numerical Analysis on the Interaction between Two Zipper Frac Wells with Continuum Damage Model Copyright 2013 Tech Science Press SL, vol.9, no.1, pp.1-22, 2013 Numerical Analysis on the Interaction between Two Zipper Frac Wells with Continuum Damage Model Xinpu Shen 1 Abstract: Zipper fracturing

More information

Hydrocarbon Fluid Wave and it's resonance G.K. Batta*, D.S. Manral, G.V.J. Rao, and S.K. Basha, Oil India limited, India

Hydrocarbon Fluid Wave and it's resonance G.K. Batta*, D.S. Manral, G.V.J. Rao, and S.K. Basha, Oil India limited, India Hydrocarbon Fluid Wave and it's resonance G.K. Batta*, D.S. Manral, G.V.J. Rao, and S.K. Basha, Oil India limited, India gnangp@gmail.com Keywords Hydrocarbon fluid wave, seismic acoustic impedance, law

More information

Applied Fluid Mechanics

Applied Fluid Mechanics Applied Fluid Mechanics 1. The Nature of Fluid and the Study of Fluid Mechanics 2. Viscosity of Fluid 3. Pressure Measurement 4. Forces Due to Static Fluid 5. Buoyancy and Stability 6. Flow of Fluid and

More information

Jihoon Kim, George J. Moridis, John Edmiston, Evan S. Um, Ernest Majer. Earth Sciences Division, Lawrence Berkeley National Laboratory 24 Mar.

Jihoon Kim, George J. Moridis, John Edmiston, Evan S. Um, Ernest Majer. Earth Sciences Division, Lawrence Berkeley National Laboratory 24 Mar. TOUGH+ROCMECH for the Analysis of coupled Flow, Thermal, Geomechanical and Geophysical Processes Code Description and Applications to Tight/Shale Gas Problems Jihoon Kim, George J. Moridis, John Edmiston,

More information

OPTIMIZATION OF THE COMPOSITE MATERIALS OF TANKS USING FINITE ELEMENT METHOD AND STRAIN GAUGES

OPTIMIZATION OF THE COMPOSITE MATERIALS OF TANKS USING FINITE ELEMENT METHOD AND STRAIN GAUGES Annals of the University of Petroşani, Mechanical Engineering, 13 (2011), 143-150 143 OPTIMIZATION OF THE COMPOSITE MATERIALS OF TANKS USING FINITE ELEMENT METHOD AND STRAIN GAUGES A. STANCIU 1, I. CURTU

More information

GS388 Handout: Radial density distribution via the Adams-Williamson equation 1

GS388 Handout: Radial density distribution via the Adams-Williamson equation 1 GS388 Handout: Radial density distribution via the Adams-Williamson equation 1 TABLE OF CONTENTS ADIABATIC COMPRESSION: THE ADAMS WILLIAMSON EQUATION...1 EFFECT OF NON-ADIABATIC TEMPERATURE GRADIENT...3

More information

GEO-SLOPE International Ltd, Calgary, Alberta, Canada Convective air flow in heated column

GEO-SLOPE International Ltd, Calgary, Alberta, Canada   Convective air flow in heated column 1 Introduction Convective air flow in heated column The objective of this illustration is show the how coupled thermal / air flow module in AIR/W and TEMP/W can result in convective cells of air movement

More information

Back Calculation of Rock Mass Modulus using Finite Element Code (COMSOL)

Back Calculation of Rock Mass Modulus using Finite Element Code (COMSOL) Back Calculation of Rock Mass Modulus using Finite Element Code (COMSOL) Amirreza Ghasemi 1. Introduction Deformability is recognized as one of the most important parameters governing the behavior of rock

More information

S6. (a) State what is meant by an ideal gas...

S6. (a) State what is meant by an ideal gas... IB PHYSICS Name: DEVIL PHYSICS Period: Date: BADDEST CLASS ON CAMPUS TSOKOS CHAPTER 3 TEST REVIEW S1. Thermal energy is transferred through the glass windows of a house mainly by A. conduction. B. radiation.

More information

Lecture 2. Introduction to ESRI s ArcGIS Desktop and ArcMap

Lecture 2. Introduction to ESRI s ArcGIS Desktop and ArcMap Lecture 2 Introduction to ESRI s ArcGIS Desktop and ArcMap Outline ESRI What is ArcGIS? ArcGIS Desktop ArcMap Overview Views Layers Attribute Tables Help! Scale Tips and Tricks ESRI Environmental Systems

More information

CONTENTS. Introduction LHP Library Examples Future Improvements CARMEN GREGORI DE LA MALLA EAI. ESTEC, October 2004

CONTENTS. Introduction LHP Library Examples Future Improvements CARMEN GREGORI DE LA MALLA EAI. ESTEC, October 2004 CARMEN GREGORI DE LA MALLA EAI CONTENTS Introduction LHP Library Examples Future Improvements INTRODUCTION (1) Loop heat pipes (LHP) are two-phase capillary heat transfer devices that are becoming very

More information

DFNModeler: AN EFFICIENT DISCRETE FRACTURE NETWORK MODELER

DFNModeler: AN EFFICIENT DISCRETE FRACTURE NETWORK MODELER 1 DFNModeler: AN EFFICIENT DISCRETE FRACTURE NETWORK MODELER 0709 Guohai Jin and Jack C. Pashin Geological Survey of Alabama, P. O. Box 869999, Tuscaloosa, AL 35486 ABSTRACT DFNModeler is a Windows application

More information

Landslide Classification: An Object-Based Approach Bryan Zhou Geog 342: Final Project

Landslide Classification: An Object-Based Approach Bryan Zhou Geog 342: Final Project Landslide Classification: An Object-Based Approach Bryan Zhou Geog 342: Final Project Introduction One type of natural hazard that people are familiar with is landslide. Landslide is a laymen term use

More information

Introduction to Marine Hydrodynamics

Introduction to Marine Hydrodynamics 1896 1920 1987 2006 Introduction to Marine Hydrodynamics (NA235) Department of Naval Architecture and Ocean Engineering School of Naval Architecture, Ocean & Civil Engineering First Assignment The first

More information

In-Plane Liquid Distribution In Nonwoven Fabrics: Part 2 Simulation

In-Plane Liquid Distribution In Nonwoven Fabrics: Part 2 Simulation ORIGINAL PAPER/PEER-REVIEWED In-Plane Liquid Distribution In Nonwoven Fabrics: Part 2 Simulation By H. S. Kim, Department of Textile Engineering, Pusan National University, Pusan 609-735, South Korea;

More information

C. R. McKee and M. E. Hanson Lawrence Livermore Laboratory University of California Livermore, California 94550

C. R. McKee and M. E. Hanson Lawrence Livermore Laboratory University of California Livermore, California 94550 PREDICTING EXPLOSION-GENERATED PERMEABILITY AROUND GEOTHERMAL WELLS C. R. McKee and M. E. Hanson Lawrence Livermore Laboratory University of California Livermore, California 94550 The problem of stimulating

More information

MECHANICAL BEHAVIOR OF SALT

MECHANICAL BEHAVIOR OF SALT 3 rd Conference MECHANICAL BEHAVIOR OF SALT ECOLE POLYTECHNIQUE PALAISEAU- FRANCE SEPTEMBER 14-16,1993 organized by : ECOLE POLYTECHNIQUE Laboratoire de Micanique des Solides (LM.S.) Groupement pour I'itude

More information

Stress and Strains in Soil and Rock. Hsin-yu Shan Dept. of Civil Engineering National Chiao Tung University

Stress and Strains in Soil and Rock. Hsin-yu Shan Dept. of Civil Engineering National Chiao Tung University Stress and Strains in Soil and Rock Hsin-yu Shan Dept. of Civil Engineering National Chiao Tung University Stress and Strain ε 1 1 2 ε 2 ε Dimension 1 2 0 ε ε ε 0 1 2 ε 1 1 2 ε 2 ε Plane Strain = 0 1 2

More information

Numerical modeling for geological reservoir characterization

Numerical modeling for geological reservoir characterization Your opportunity to be part of the future! Pacengo del Garda, Verona, Italy October 19-20, 2015 Numerical modeling for geological reservoir characterization Colucci F, Moia F., Guandalini R., Agate G.

More information

predictive mineral discovery*cooperative Research Centre A legacy for mineral exploration science Mineral Systems Q4 Fluid flow drivers & pathways

predictive mineral discovery*cooperative Research Centre A legacy for mineral exploration science Mineral Systems Q4 Fluid flow drivers & pathways Mineral Systems Q4 Fluid flow drivers & pathways 1 Key Parameter Mineral System Exploration is reflected in scale-dependent translation A. Gradient in hydraulic potential B. Permeability C. Solubility

More information

MECHANICAL PROPERTIES OF FLUIDS:

MECHANICAL PROPERTIES OF FLUIDS: Important Definitions: MECHANICAL PROPERTIES OF FLUIDS: Fluid: A substance that can flow is called Fluid Both liquids and gases are fluids Pressure: The normal force acting per unit area of a surface is

More information

A thermo-hydro-mechanically coupled analysis of clay using a thermo-elasto-viscoplastic model

A thermo-hydro-mechanically coupled analysis of clay using a thermo-elasto-viscoplastic model JHUWS05 A thermo-hydro-mechanically coupled analysis of clay using a thermo-elasto-viscoplastic model by F. Oka, S. Kimoto, Y.-S. Kim, N. Takada Department of Civil & Earth Resources Engineering, Kyoto

More information

Contents. I Introduction 1. Preface. xiii

Contents. I Introduction 1. Preface. xiii Contents Preface xiii I Introduction 1 1 Continuous matter 3 1.1 Molecules................................ 4 1.2 The continuum approximation.................... 6 1.3 Newtonian mechanics.........................

More information

1. Starting of a project and entering of basic initial data.

1. Starting of a project and entering of basic initial data. PROGRAM VISIMIX TURBULENT SV. Example 1. Contents. 1. Starting of a project and entering of basic initial data. 1.1. Opening a Project. 1.2. Entering dimensions of the tank. 1.3. Entering baffles. 1.4.

More information

Finite-Element Analysis of Parts Stress State of Tight Joint Assembled by Press Fitting

Finite-Element Analysis of Parts Stress State of Tight Joint Assembled by Press Fitting Modern Mechanical Engineering, 04, 4, 98-06 Published Online November 04 in SciRes. http://www.scirp.org/journal/mme http://dx.doi.org/0.46/mme.04.4409 Finite-Element Analysis of Parts Stress State of

More information

Geomechanical Controls on Hydraulic Fracturing in the Bakken Fm, SK

Geomechanical Controls on Hydraulic Fracturing in the Bakken Fm, SK Geomechanical Controls on Hydraulic Fracturing in the Bakken Fm, SK Chris Hawkes University of Saskatchewan Tight Oil Optimization Conference, Calgary AB, March 12, 2015 Outline Overview of Geomechanical

More information

Improving the Accuracy of Dynamic Vibration Fatigue Simulation

Improving the Accuracy of Dynamic Vibration Fatigue Simulation Improving the Accuracy of Dynamic Vibration Fatigue Simulation Kurt Munson HBM Prenscia Agenda 2 1. Introduction 2. Dynamics and the frequency response function (FRF) 3. Using finite element analysis (FEA)

More information

An Investigation on the Effects of Different Stress Regimes on the Magnitude Distribution of Induced Seismic Events

An Investigation on the Effects of Different Stress Regimes on the Magnitude Distribution of Induced Seismic Events An Investigation on the Effects of Different Stress Regimes on the Magnitude Distribution of Induced Seismic Events Afshin Amini, Erik Eberhardt Geological Engineering, University of British Columbia,

More information

Ensemble Consistency Testing for CESM: A new form of Quality Assurance

Ensemble Consistency Testing for CESM: A new form of Quality Assurance Ensemble Consistency Testing for CESM: A new form of Quality Assurance Dorit Hammerling Institute for Mathematics Applied to Geosciences National Center for Atmospheric Research (NCAR) Joint work with

More information

Brittle Deformation. Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm

Brittle Deformation. Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm Lecture 6 Brittle Deformation Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm WW Norton, unless noted otherwise Brittle deformation EarthStructure (2 nd

More information

The Interaction of Reservoir Engineering and Geomechanics (a story)

The Interaction of Reservoir Engineering and Geomechanics (a story) The Interaction of Reservoir Engineering and Geomechanics (a story) Brian G D Smart FREng, FRSE, FIMMM, CEng Petromall Ltd Why is the interaction a good thing? Assertion - Reservoir Geomechanics enables

More information

The Bernoulli Equation

The Bernoulli Equation The Bernoulli Equation The most used and the most abused equation in fluid mechanics. Newton s Second Law: F = ma In general, most real flows are 3-D, unsteady (x, y, z, t; r,θ, z, t; etc) Let consider

More information

Shock factor investigation in a 3-D finite element model under shock loading

Shock factor investigation in a 3-D finite element model under shock loading 10(2013) 941 952 Shock factor investigation in a 3-D finite element model under shock loading Abstract In this paper, a scaled 3D ship under shock loading is modeled and analyzed by finite element method.

More information

α m ! m or v T v T v T α m mass

α m ! m or v T v T v T α m mass FALLING OBJECTS (WHAT TO TURN IN AND HOW TO DO SO) In the real world, because of air resistance, objects do not fall indefinitely with constant acceleration. One way to see this is by comparing the fall

More information

LUMiSizer. Dispersion Analyser. The All-in-One. Dispersion Analyser. Stability Demixing Consolidation Particle Sizing

LUMiSizer. Dispersion Analyser. The All-in-One. Dispersion Analyser. Stability Demixing Consolidation Particle Sizing The NEXT STEP in Dispersion Analysis Dispersion Analyser LUMiSizer The All-in-One Dispersion Analyser Stability Demixing Consolidation Particle Sizing LUMiSizer using STEP-Technology Allowing you to have

More information

PROCEEDINGS THIRD WORKSHOP GEOTHERMAL RESERVOIR ENGINEERING. December 14-15,1977

PROCEEDINGS THIRD WORKSHOP GEOTHERMAL RESERVOIR ENGINEERING. December 14-15,1977 SGPTR258 PROCEEDINGS THIRD WORKSHOP GEOTHERMAL RESERVOIR ENGINEERING December 1415,1977 *Conducted under Subcontract No. 16735 with Lawrence Berkeley Laboratory, Universityof California, sponsored by the

More information

Experimental measurement of parameters governing flow rates and partial saturation in paper-based microfluidic devices

Experimental measurement of parameters governing flow rates and partial saturation in paper-based microfluidic devices Experimental measurement of parameters governing flow rates and partial saturation in paper-based microfluidic devices Dharitri Rath 1, Sathishkumar N 1, Bhushan J. Toley 1* 1 Department of Chemical Engineering

More information

HOMOGENIZATION OF TRABECULAR BONE MICROSTRUCTURE BASED ON FINITE ELEMENT METHOD AND MICRO COMPUTED TOMOGRAPHY

HOMOGENIZATION OF TRABECULAR BONE MICROSTRUCTURE BASED ON FINITE ELEMENT METHOD AND MICRO COMPUTED TOMOGRAPHY 11th World Congress on Computational Mechanics (WCCM XI) 5th European Conference on Computational Mechanics (ECCM V) 6th European Conference on Computational Fluid Dynamics (ECFD VI) E. Oñate, J. Oliver

More information

Part II. Pressure Measurements in the Range from 10 2 Pa to 10 8 Pa

Part II. Pressure Measurements in the Range from 10 2 Pa to 10 8 Pa Part II Pressure Measurements in the Range from 10 2 Pa to 10 8 Pa Introduction The pressure range 10 2-10 8 Pa has been selected as it is the interval covering the highest variety of interests and applications

More information

Global Monitoring of Changes in the Rock Mass Arising as a Result of Filling the Mining Workings with Wastes.

Global Monitoring of Changes in the Rock Mass Arising as a Result of Filling the Mining Workings with Wastes. Global Monitoring of Changes in the Rock Mass Arising as a Result of Filling the Mining Workings with Krzysztof PIETRUSZKA, Poland Key words: rock mass deformations, FEM modeling, geoinformatics SUMMARY

More information

Mathematical Modeling of Oil Shale Pyrolysis

Mathematical Modeling of Oil Shale Pyrolysis October, 19 th, 2011 Mathematical Modeling of Oil Shale Pyrolysis Pankaj Tiwari Jacob Bauman Milind Deo Department of Chemical Engineering University of Utah, Salt Lake City, Utah http://from50000feet.wordpress.com

More information

Thermodynamic Systems

Thermodynamic Systems Thermodynamic Systems For purposes of analysis we consider two types of Thermodynamic Systems: Closed System - usually referred to as a System or a Control Mass. This type of system is separated from its

More information

FLUID MECHANICS. Chapter 3 Elementary Fluid Dynamics - The Bernoulli Equation

FLUID MECHANICS. Chapter 3 Elementary Fluid Dynamics - The Bernoulli Equation FLUID MECHANICS Chapter 3 Elementary Fluid Dynamics - The Bernoulli Equation CHAP 3. ELEMENTARY FLUID DYNAMICS - THE BERNOULLI EQUATION CONTENTS 3. Newton s Second Law 3. F = ma along a Streamline 3.3

More information

Unit 05 Kinetic Theory of Gases

Unit 05 Kinetic Theory of Gases Unit 05 Kinetic Theory of Gases Unit Concepts: A) A bit more about temperature B) Ideal Gas Law C) Molar specific heats D) Using them all Unit 05 Kinetic Theory, Slide 1 Temperature and Velocity Recall:

More information

DESIGN OF A NANO-GAS TURBINE

DESIGN OF A NANO-GAS TURBINE UNIVERSITY OF ROME LA SAPIENZA Department of Mechanics and Aeronautics DESIGN OF A NANO-GAS TURBINE Thermal and Structural Analysis Pace Francesco Why nanoturbine? Displacement of human activities Increased

More information

Coupling Physics. Tomasz Stelmach Senior Application Engineer

Coupling Physics. Tomasz Stelmach Senior Application Engineer Coupling Physics Tomasz Stelmach Senior Application Engineer Agenda Brief look @ Multiphysics solution What is new in R18 Fluent Maxwell coupling wireless power transfer Brief look @ ANSYS Multiphysics

More information

Membrane processes selective hydromechanical diffusion-based porous nonporous

Membrane processes selective hydromechanical diffusion-based porous nonporous Membrane processes Separation of liquid or gaseous mixtures by mass transport through membrane (= permeation). Membrane is selective, i.e. it has different permeability for different components. Conditions

More information

Technical Specifications

Technical Specifications Technical Specifications Static Analysis Linear static analysis Analysis Type Supported Nonlinear static analysis (Nonlinear elastic or Elastoplastic analysis) Construction Stage Analysis StressSlope Slope

More information

BENCHMARK LINEAR FINITE ELEMENT ANALYSIS OF LATERALLY LOADED SINGLE PILE USING OPENSEES & COMPARISON WITH ANALYTICAL SOLUTION

BENCHMARK LINEAR FINITE ELEMENT ANALYSIS OF LATERALLY LOADED SINGLE PILE USING OPENSEES & COMPARISON WITH ANALYTICAL SOLUTION BENCHMARK LINEAR FINITE ELEMENT ANALYSIS OF LATERALLY LOADED SINGLE PILE USING OPENSEES & COMPARISON WITH ANALYTICAL SOLUTION Ahmed Elgamal and Jinchi Lu October 07 Introduction In this study: I) The response

More information

Lecture 1. Equations of motion - Newton s second law in three dimensions. Pressure gradient + force force

Lecture 1. Equations of motion - Newton s second law in three dimensions. Pressure gradient + force force Lecture 3 Lecture 1 Basic dynamics Equations of motion - Newton s second law in three dimensions Acceleration = Pressure Coriolis + gravity + friction gradient + force force This set of equations is the

More information

Modelling the behaviour of plastics for design under impact

Modelling the behaviour of plastics for design under impact Modelling the behaviour of plastics for design under impact G. Dean and L. Crocker MPP IAG Meeting 6 October 24 Land Rover door trim Loading stages and selected regions Project MPP7.9 Main tasks Tests

More information

Laboratory Shear Stimulation and Hydraulic Fracture Characterization Using Acoustic Emission

Laboratory Shear Stimulation and Hydraulic Fracture Characterization Using Acoustic Emission 31 st Conference of the European Working Group on Acoustic Emission (EWGAE) Th.2.A.1 More Info at Open Access Database www.ndt.net/?id=17553 Laboratory Shear Stimulation and Hydraulic Fracture Characterization

More information

Drilling a geothermal well into a deep sedimentary geothermal reservoir conclusions from case study Gross Schoenebeck

Drilling a geothermal well into a deep sedimentary geothermal reservoir conclusions from case study Gross Schoenebeck Drilling a geothermal well into a deep sedimentary geothermal reservoir conclusions from case study Gross Schoenebeck Wulf Brandt & Geothermics Group GeoForschungsZentrum Potsdam In situ Geothermal Laboratory

More information

Role of lithological layering on spatial variation of natural and induced fractures in hydraulic fracture stimulation

Role of lithological layering on spatial variation of natural and induced fractures in hydraulic fracture stimulation Role of lithological layering on spatial variation of natural and induced fractures in hydraulic fracture stimulation Vincent Roche *, Department of Physics, University of Alberta, Edmonton roche@ualberta.ca

More information

2D Liquefaction Analysis for Bridge Abutment

2D Liquefaction Analysis for Bridge Abutment D Liquefaction Analysis for Bridge Abutment Tutorial by Angel Francisco Martinez Integrated Solver Optimized for the next generation 64-bit platform Finite Element Solutions for Geotechnical Engineering

More information

SPECIFIC VERIFICATION Chapter 5

SPECIFIC VERIFICATION Chapter 5 As = 736624/(0.5*413.69) = 3562 mm 2 (ADAPT 3569 mm 2, B29, C6) Data Block 27 - Compressive Stresses The initial compressive strength, f ci, is the strength entered in the Material/Concrete input screen.

More information