Date: Author: FEMFAT Support ECS / Disclosure or duplication without consent is prohibited
|
|
- Dana Melton
- 5 years ago
- Views:
Transcription
1 Dte: uthor: FEMFT upport EC / Dicloure or dupliction without conent i prohibited
2 OVERVIEW Efficient Modeling nd Evlution of Welding em t tdler Ril ltenrhein/witzerlnd Johnn Hbenbcher tdler ltenrhein G / witzerlnd Klu Hofwimmer xel Werkhuen EC t. Vlentin / utri Weld em modeling in FE-Preproceor Weld em modeling in FEMFT Viulizer inted Ftigue nlyi of Weld em in FEMFT WELD (propoed method by tdler Ril) Procedure t TDLER RIL for weldem modeling FE mehing in Hypermeh Weld em definition in FEMFT VIULIZER hlf model Dummy nlyi for output file mirror the definition to the other hlf (externl tool) Ftigue nlyi with FEMFT Dte: uthor: FEMFT upport EC / Dicloure or dupliction without conent i prohibited
3 Weld em modeling in FE-Preproceor etup of FE Model For Exmple With hell Element Core Meh Dte: uthor: FEMFT upport EC / Dicloure or dupliction without conent i prohibited 3
4 Weld em modeling in FE-Preproceor Definition of Weld em ccording to Modeling Guideline Weld Node re recognied by Node colour or Coord. ytem Weld Type i Recognied by Element ID MT 03 No Modifiction of Mteril Propertie FEMFT Model Guidline for T-joint MT 05 Dte: uthor: FEMFT upport EC / Dicloure or dupliction without conent i prohibited 4
5 Modeling Guideline for T-Joint Weldtype: T-JOINT emform: One ided fillet weld D Modelling: Element type Element mteril number Weld em node colour : THIN HELL (qudrilterl tringle) : MT0 - MT06 : C00... norml weld em node C0... weld em end not welded round C0... weld em end welded round Dte: uthor: FEMFT upport EC / Dicloure or dupliction without conent i prohibited 5
6 Weld em modeling in FEMFT Viulizer Dte: uthor: FEMFT upport EC / Dicloure or dupliction without conent i prohibited 6
7 Weld em modeling in FEMFT Viulizer Definition of Weld Type em hpe Welded ide Exmple: T-Joint welded t one ide election of welding em E Definition of welding em trt node mid node end node etc. by color Dte: uthor: FEMFT upport EC / Dicloure or dupliction without conent i prohibited 7
8 Benefit: Viuliztion of Detiled Geometry Uer defined weld geometry in WELD dtbe! Dte: uthor: FEMFT upport EC / Dicloure or dupliction without conent i prohibited 8
9 MT TOP Ftigue nlyi of Weld em in FEMFT WELD Modelling Guideline FE-Model tre Reult Lod Hytorie C 00 TOP TOP MT 07 MT 09 Dmge (/Life) fety Fctor nlyi Report WELD Dtbe uthor: FEMFT upport EC / Dicloure or dupliction without conent i prohibited 9
10 Clcultion in FEMFT WELD tructurl tree Notch Fctor = Notch tree WELD Dtbe = tructurl tree out of FE Reult ll detil re tored in open FEMFT WELD dtbe Weld /N Curve High Digrm form Men tre Influence Influence of hell Thickne Notch fctor Notch tree re tructurl tree multiplied by Notch fctor Dte: uthor: FEMFT upport EC / Dicloure or dupliction without conent i prohibited 0
11 ement of tructurl tre Weld Node e. g. C0 hell Orienttion Prllel Perpendiculr niotropic trength Chrcteritic for Welding em tree Perpendiculr nd Prllel to em re Criticl Trnformtion to locl Coordinte ytem Dte: uthor: FEMFT upport EC / Dicloure or dupliction without conent i prohibited
12 Red the pproprite notch fctor from FEMFT WELD Dtbe $======================================================================================= $ T-Weld Double Fillet-Weld itution: $ $ $ Dt for node in the middle of the weld em $ $ MNT MNB UTL UTL UTL3 UBL UBL UBL3 WTL WTL WTL3 WBL WBL WBL3 PTO PBO $ $ $ BEPKT BEPKT BEPKT 3 BEPKT 4 $ Inclintion Inclintion Inclintion Inclintion $ Cycle Endur. Cycle Endur. Cycle Endur. Cycle Endur. $ Including N E Notch Fctor N /N 4.00 Curve E N High 4.00 Digrm E N Weld 4.00 Endurnce Limit Thickne Influence Fctor Dte: uthor: FEMFT upport EC / Dicloure or dupliction without conent i prohibited
13 Notch Fctor for different Direction cc. Rdij The notch tre in perpendiculr direction follow to: notch = nominl The notch tre in longitudinl direction follow to: notch = nominl = nominl + ( notch - nominl ) The notch her tre follow with = ( + )/ to: notch = nominl = nominl ( + )/... notch fctor perpendiculr to the weld em from the dtbe. Dte: uthor: FEMFT upport EC / Dicloure or dupliction without conent i prohibited 3
14 EC / Dicloure or dupliction without conent i prohibited Equivlent tre/endurnce fety: ) ( f V D V = V keff ) ( f DV 608: ; ; Every tndrd: prllel prllel lr perpendicu lr perpendicu prllel prllel lr perpendicu lr perpendicu prllel prllel Equivlent Equivlent DIN 508: ) ( ig MX B 7608:
15 Procedure t TDLER RIL for weldem modeling HM FEMFT Viulizer Dummy nlyi for export Ftigue nlyi Mirror the definition Dte: uthor: FEMFT upport EC / Dicloure or dupliction without conent i prohibited 5
16 Concluion tdler Ril limit the time for weldem modeling to bout 60% dditionl time for the dummy nlyi i mll. The cript for mirroring the definition from LTIR w worth the money within the econd project. The ftigue reult on the complete tructure (ymmetric reult for ymmetric lod) mke the rilwy uthoritie hppy. Dte: uthor: FEMFT upport EC / Dicloure or dupliction without conent i prohibited 6
17 Lodce definition nd combintion Dte: uthor: FEMFT upport EC / Dicloure or dupliction without conent i prohibited 7
Fatigue Assessment of Seam Welded Structures Helmut Dannbauer, Engineering Center Steyr
Fatigue Assessment of Seam Welded Structures Helmut Dannbauer, Engineering Center Steyr The 5 th China CAE Annual Conference July 28-29, 2009, Lanzhou Contents Introduction to MAGNA and Engineering Center
More informationDevelopment of Anisotropic Hyperelastic Model Considering Stress Softening
Development of Anisotropic Hyperelstic Model Considering Stress Softening Akihiro Mtsud University of Tsukub ECCMR205, Prgue Contents Introduction Objective Anisotropic Hyperelstic model Mteril Tests FEM
More informationESTIMATION OF FATIGUE STRESS CONCENTRATION FACTOR IN THE ZONE OF ELASTIC-PLASTIC STRAIN
ESTIMATIO OF FATIGUE STRESS COCETRATIO FACTOR I THE ZOE OF ELASTIC-PLASTIC STRAI D. JELASA Fculty of Electricl Engineering, Mechnicl Engineering nd vl Architecture, University of Split, R. Bošković b.b.,
More informationCITY of DALLAS. Standard Drawings. & Oregon Standard Drawing Amendments. Curbs, Sidewalks and Driveways Drawings
CITY of DLLS Standard Drawings & Oregon Standard Drawing mendments Curbs, s and Driveways Drawings RD700 () - Curbs RD720 () - s RD745 () - lternate Driveway Detail RD750 () - Standard Driveway Detail
More informationComparisons of concrete-encased composite column strength provisions of ACI code and AISC specification
Engineering Structures 24 (2002) 59 72 www.elsevier.com/locte/engstruct Comprisons of concrete-encsed composite column strength provisions of ACI code nd AISC specifiction C.C. Weng *, S.I. Yen Deprtment
More informationThree-Phase Wound-Rotor Induction Machine with Rotor Resistance
Exercise 2 Three-Phse Wound-Rotor Induction Mchine with Rotor Resistnce EXERCISE OBJECTIVE When you hve completed this exercise, you will know the effects of vrying the rotor resistnce of three-phse wound-rotor
More informationTHIRD ANGLE PROJECTION DO NOT SCALE DRAWING
NOTES: UNLESS OTHERWISE SPECIFIED 1. CORNERS DRWN SHRP TO BE R.005 MXIMUM. 2. EXTERIOR SURFCE TEXTURE TO BE LIGHT EDM FINISH. EQUIVELNT TO MT-11010. 3. INTERIOR SURFCE TEXTURE TO BE: NONE. 4. LL INSIDE
More informationESTIMATION AND UTILIZATION OF STRUCTURE ANISOTROPY IN FORMING PIECES
www.cermics-silikty.cz Cermics-Silikáty 61 (), 141-146 (17) doi: 1.13168/cs.17.9 ESTIMATION AND UTILIZATION OF STRUCTURE ANISOTROPY IN FORMING PIECES MAROS MARTINKOVIC Slovk University of Technology in
More informationSUBSURFACE CRACK INITIATION DURING FATIGUE AS A RESULT OF RESIDUAL STRESSES. (Received 1 I May 1979)
Ftigue of Engineering Mterils nd Sfrucrures Vol. 1, pp. 31%327 Pergmon Press. Printed in Gret Britin. Ftigue of Engineering Mterils Ltd. 1979. SUBSURFACE CRACK INITIATION DURING FATIGUE AS A RESULT OF
More informationCrystal Structure. Dragica Vasileska and Gerhard Klimeck
Crystl Structure Drgic Vsilesk nd Gerhrd Klimeck Crystl Structure Issues tht re ddressed in this lecture include:. Periodic rry of toms. Fundmentl types of lttices 3. Index system for crystl plnes 4. Simple
More informationDN1200 GRP. (1.2m LENGTH) PRE-CAST BEND. MIN 50 THICK STONE BEDDING LAYER, MINIMUM BEARING CAPACITY OF 150 KPa
DN1200 GRP O 1.5 24.255 1200Ø GRP PRE-CT 24.3 BEND O 1.4 URVEY ET-OUT 1200 x 1200 x 1200Ø GRP TEE M CONCRETE FILL O 1.1 225 MIN. O 1.3 O 1.2 PRE-CT CONCRETE COVER LB WITH CL B D.I. BOLT DOWN LID. BOLT
More informationFabrication and Manufacturing (Basics) Batch processes
Fbriction nd Mnufcturing (Bsics) Btch processes Fbriction time independent of design complexity Stndrd process Customiztion by msks Ech msk defines geometry on one lyer Lower-level msks define trnsistors
More informationp Coaches j i n C Dimensions Report Name Ali Example Date of Report: 29/06/2016 Team Profile 3
Report Nme Ali Exmple Dte of Report: 29/06/2016 Tem Profile 3 Also Recommended: Behviourl Type t Work Profile, Composite Tem Report Who could use components of this report: p Coches j i HR professionls
More informationThree-Phase Wound-Rotor Induction Machine with a Short- Circuited Rotor
Exercise 1 Three-Phse Wound-Rotor Induction Mchine with Short- Circuited Rotor EXERCISE OBJECTIVE When you hve completed this exercise, you will know how three-phse woundrotor induction mchine cn operte
More informationMINIMUM COST DESIGN OF A BUNKER CONSTRUCTED FROM WELDED STIFFENED PLATES
Frks,J.,Jármi,K.: Minimum cost design of bunker constructed from welded stiffened pltes, 53 rd Annul Assembl of Interntionl Institute of Welding, Florence, Jul 9-4,, IIW-Doc. XV- 38-, 6 p. MINIMUM COST
More informationTOP VIEW DETAIL A SCALE 40 : MIN 0.50 MAX SEATING PLANE SIDE VIEW 2.9 END VIEW 0.1 MAX 0.
TOP VIEW.90 DETIL SCLE 0 :.60.80 0.7 0.90 0. MIN 0.0 MX 0.0 SETING PLNE SIDE VIEW 0.60.9. MX. 0.9 TYP 0. MX END VIEW PPROVLS DTE NOTES: (UNLESS OTHEISE SPECIFIED). ) DIMENSIONS IN MM. ) SEE DISY CHIN JUMPER
More informationTheoretical Foundation for Mechanical Products Service Life Prediction
Theoreticl Foundtion for Mechnicl Products Service Life Prediction V V Konovodov 1, A V Vlentov, T V Lfetov 1, M N Bslev 1 Novosibirsk Stte Agrrin University 147 Nikitin St, 630039 Novosibirsk, Russi;
More informationChelan Tailrace Pump Station Pump Procurement. Drawings. 90% Review
Chelan Tailrace Pump tation Pump Procurement Drawings 90% Review Volume Prepared for Public Utility District No of Chelan County pril 007 WEN T C H E E V E R R I 85 85 85 I 85 8 8 85 L K E ROCKY RECH DM
More informationBRICK LINTELS. ~2 cm STRETCHER COURSE BRICKWORK MOUNTING OF LINTELS UP TO 2 M BRICK LINTELS STRETCHER COURSE BRICKWORK
BRICK LINTELS STRETCHER COURSE BRICKWORK BRICK LINTELS STRETCHER COURSE BRICKWORK Lintel consist of t lest three courses of bricks bonded with mortr. The first course of bricks, ech verticl joint, hs nchors
More informationHigh strength fine grained structural steel, thermo-mechanically rolled, for high temperature application
P420M HT High strength fine grined structurl steel, thermo-mechniclly rolled, for high temperture ppliction Specifiction DH-E52-D, edition April 2016 1 P420M HT is high strength thermomechniclly rolled
More informationFibre-reinforced plastic composites Declaration of raw material characteristics Part 4: Additional requirements for fabrics
CEN/TC 249 N493 Dte: 2010-02 pren xxxx-4:2010 CEN/TC 249 Secretrit: NBN Fibre-reinforced plstic composites Declrtion of rw mteril chrcteristics Prt 4: Additionl requirements for fbrics Einführendes Element
More informationAbout the Authors. Your Shortcuts Might Become Expensive Detours. Dr. Andreas Krueger. Felipe Nogueira
L ea eadmi ni t r a onbynaki a MakeYourDeadl i newi t houtcompr omi i ngqual i t y I FRS16Rapi ddepl oymentgui de naki a. c om About the Author Dr. Andrea Krueger Andrea i a Senior Solution Expert for
More informationRepair and Retrofit of a Coke Drum Skirt Attachment Weld
Repair and Retrofit of a Coke Drum Skirt Attachment Weld Mike Schmidt CHS Inc (406) 628-5475 mike.schmidt@chsinc.com Mahmod Samman, Ph.D., P.E. Houston Engineering Solutions (832) 512-0109 mms@hes.us.com
More information6.1 Damage Tolerance Analysis Procedure
6. Dmge Tolernce Anlysis Procedure For intct structure the nlysis procedures for Slow Crck Growth nd Fil Sfe structure re essentilly the sme. An initil flw is ssumed nd its growth is nlyzed until filure
More informationHORIZONTAL SLIDER - LARGE MISSILE IMPACT
HORIZONTL SLIDER - LRGE MISSILE 36" MX. SSH WIDTH GLSS DLO 7 /" WIDTH 7" MX. UNIT WIDTH GENERL NOTES:. THE PRODUCT SHOWN HEREIN IS DESIGNED ND MNUFCTURED TO COMPLY WITH THE FLORID UILDING CODE (FC), CURRENT
More information(b) Is already deposited in a waste disposal site without methane recovery.
TYPE III - OTHER PROJECT ACTIVITIES Project prticipnts must tke into ccount the generl guidnce to the methodologies, informtion on dditionlity, bbrevitions nd generl guidnce on lekge provided t http://cdm.unfccc.int/methodologies/sscmethodologies/pproved.html.
More informationPROJECT NOTES BENCHMARK DATA
BENCHMRK DT ( NVD 1988 ) HORIZONTL CONTROL DT N..D. 83 (1997) TRFFIC CONTROL NOTES GENERL CONSTRUCTION NOTES SPECIFICTIONS PROJECT NOTES BENCHMRK DT RESIDENTIL LOT GRDING NOTES TYPICL FLOOD ROUTE SECTION
More informationFatigue Crack Repair Using Drilled Holes and Externally Bonded CFRP Strips
Bridge Maintenance, Safety, Management, Reilience and Sutainability Biondini & Frangopol (Ed) 212 Taylor & Franci Group, London, ISBN 978--415-62124-3 Fatigue Crack Repair Uing Drilled Hole and Externally
More informationUnirac Code-Compliant Installation Manual
Code-Complint Instlltion Mnul 670 Ptents pending. Tble of Contents i. Instller s Responsibilities................................................................. 2 Prt I. Instlling CLICKSYS................................................................
More informationThe basic model for inventory analysis
The bsic model for inventory nlysis Lecture Notes for ME515 Prepred by Joyce Smith Cooper Professor of Mechnicl Engineering University of Wshington cooperjs@uw.edu See Chpter 2 of Heijungs nd Suh (22)
More information2016 Prelim Essay Question 2
216 Prelim Essy Question 2 In recent yers, the price of nturl fertilisers for orgnic brown rice production hs risen nd helthy living cmpigns re seeing more consumers switching from nonorgnic white rice
More informationAcademic. Grade 9 Assessment of Mathematics. Spring 2009 SAMPLE ASSESSMENT QUESTIONS
Acdemic Grde 9 Assessment of Mthemtics Spring 009 SAMPLE ASSESSMENT QUESTIONS Record our nswers to the multiple-choice questions on the blnk Student Answer Sheet (Spring 009, Acdemic). Plese note: The
More information3.4 BUTT FUSION WELDING
3.4 BUTT FUSION 3.4.1 INTRODUCTION The butt welding proce conit of the joining of two component (pipe and/or fitting) of equal diameter and thickne in which the urface to be welded are heated until melting
More informationLecture 10: Fatigue of welds
Kul-49.4350 Fatigue of Structures Lecture 10: Fatigue of welds 12.3.2016 Learning outcomes After the lecture, you understand fatigue phenomena in welded structures know the main influencing factors for
More informationObserving Patterns in Inherited Traits. Chapter 10
Observing Ptterns in Inherited Trits Chpter 10 10.1 Mendel, Pe Plnts, nd Inheritnce Ptterns By experimenting with pe plnts, Mendel ws the first to gther evidence of ptterns by which prents trnsmit genes
More informationConstruction of a De Bruijn Graph for Assembly from a Truncated Sux Tree
Construction of De Bruijn Grph for Assemly from Truncted Sux Tree Bstien Czux, Thierry Lecroq, Eric Rivls LIRMM & IBC, Montpellier - LITIS Rouen Mrs 3, 2015 Introduction De Bruijn Grph for ssemly R = {c,
More informationNew Method for Determination of Mineral Wool Products Macrostructure
ISSN 1392 1320 MATERIALS SCIENCE (MEDŽIAGOTYRA). Vol. 21, No. 2. 2015 New Method for Determintion of Minerl Wool Products Mcrostructure Andrius BUSKA 1, Romulds MAČIULAITIS 2, Žymnts RUDŽIONIS 3 1 Rockwool
More informationSilver-Tin Oxide. (Ag/SnO²)
Silver-Tin Oxide (Ag/SnO²) Silver Tin oxide (Ag/SnO² ) mterils. speterts or other rights of third prties re concemend. The informtion descries the type of mteril nd shll not e considered s ssured chrcteristics.
More informationFINITE ELEMENT INVESTIGATION ON THE INTERACTION BETWEEN SHALLOW AND DEEP EXCAVATED TWIN TUNNELS
VOL. 13, NO. 1, JANUARY 18 ISSN 1819-668 6-18 Aian Reearch Publihing Network (ARPN). All right reerved. FINITE ELEMENT INVESTIGATION ON THE INTERACTION BETWEEN SHALLOW AND DEEP EXCAVATED TWIN TUNNELS Adel
More informationFabrication and Manufacturing (Basics) Batch processes
Fbriction nd Mnufcturing (Bsics) Btch processes Fbriction time independent of design complexity Stndrd process Customiztion by msks Ech msk defines geometry on one lyer Lower-level msks define trnsistors
More informationLFG - LINEAR FLOOR GRILLE (PRESSED CORE) 1 4 " (6) " (6) 1
- LINER FLOOR (PRESSED CORE) END CONDITION CORE STYLES XX - BOTH MITRED ENDS XY - ONE MITRED END & ONE OPEN END /4" SPCING 5-3/32" (2) BRS 4 " (6) 3 32 " (2) /6" SPCING PENCIL PROOF 25C - 3/6" (5) BRS
More informationName Period Date. Grade 7 Unit 1 Assessment. 1. The number line below shows the high temperature in Newark, in degrees Fahrenheit, on Monday.
Nme Period Dte Grde 7 Unit 1 Assessment For multiple choice questions, circle the est nswer. For ll other questions, respond in the spce provided. 1. The numer line elow shows the high temperture in Newrk,
More informationAvailable online at ScienceDirect. Procedia Engineering 153 (2016 )
Avilble online t www.sciencedirect.com ScienceDirect Procedi Engineering 15 (2016 ) 414 418 XXV Polish Russin Slovk Seminr Theoreticl Foundtion of Civil Engineering Bems with corrugted web: clcultion peculirities
More informationPresentation outline
Pre-ssessment of the Africn Nitrogen Cycle: A Summry Mteete Bekund IITA Arush, Tnzni Coordintor, The Africn Nitrogen Centre of the Interntionl Nitrogen Inititive Presenttion outline Reson for the pre-ssessment
More informationTHE EFFECT OF LOADING RATE AND DIRECTION OF FORMATION ON FRACTURE TOUGHNESS OF RIGID POLYURETHANE FOAMS
Journl of Engineering Studies nd Reserch Volume 18 (01) No. 1 10 THE EFFECT OF LOADING RATE AND DIRECTION OF FORMATION ON FRACTURE TOUGHNESS OF RIGID POLYURETHANE FOAMS LINUL EMANOIL 1*, MARSAVINA LIVIU
More informationUniRac Code-Compliant Installation Manual
Code-Complint Instlltion Mnul 227 U.S. Des. Ptent No. D496,248S, D496,249S. Other ptents pending. Tble of Contents i. Instller s Responsibilities.................................................................
More information2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT-2012)
2nd Interntionl Conference on Electronic & Mechnicl Engineering nd Informtion Technology (EMEIT-2012) Comprehensive Evlution of Air Conditioning Cold/Het Source System Bsed on Fuzzy Mthemtics Theory Gng
More information15V530AD-DC DRAWN BY DATE CHK SCALE SIZE
THIS COPY IS PROVIDED ON RESTRICTED SIS ND IS NOT TO E USED IN NY WY DETRIMENTL TO THE INTERESTS OF PNDUIT CORP. SLIDING DOORS MID-SPN POST END OF ROW CP INFORMTION NEEDED TO CONFIGURE UNIVERSL ISLE CONTINMENT
More information2nd International Conference on Production and Industrial Engineering CPIE-2010
nd International Conference on Production and Indutrial Engineering CPIE- 59 Actie/Paie Damping Technique for iration control: - FEM aed deign and experimental iration control Sanji Kumar Raji Kumar Rakeh
More informationChapter 9. Quadratics
Chpter 9 Qudrtics Artificil Body Prts 9.1 Solving Qudrtic Equtions by Fctoring 9. Completing the Squre 9.3 The Qudrtic Formul 9.4 Eponentil Functions (Growth nd Decy) Chpter Review Chpter Test 147 Section
More informationRESILIENT INFRASTRUCTURE June 1 4, 2016
RESILIENT INFRASTRUCTURE June 1 4, 2016 EXPERIMENTAL STUDY ON THE CAPACITY OF BARRIER DECK ANCHORAGE IN MTQ PL-3 BARRIER REINFORCED WITH HM-GFRP BARS WITH HEADED ENDS Michael Rotami Department of Civil
More informationFood Safety Begins on the Farm: A Grower Self Assessment of Food Safety Risks. Manure Use MANURE USE
Food Sfety Beg on the Frm: A Grower Self Aement of Food Sfety Rk Mnure Ue MANURE USE MANURE USE Mnure Ue on Produce Frm Severl hrmful micrognm (pthogen) found liveck cn cue illne humn, but cue no ympm
More informationThe Effect of Pyrolysis Temperature and Time of Polypropylene on Quality of Carbon Nanotube with Flame Synthesis Method
Effect of Pyrolyi Temperature and Time of Polypropylene on Quality of Carbon Nanotube with Flame Synthei Method Prawati P.D.K Wulan,*, Juan Octavian Daniel Sidauruk 2, and Juli Ayu Ningtya 2 Department
More informationCROSSING PLANKS SHALL BE SOFTWOOD MIN. 6096mm (20') LONG PLANKS ENDS TO BE BEVELED (SEE DETAIL1)
TOP OF CROSSING BEVEL TO BE OFFSET MIN. 508mm (0") FROM THE EDGE OF CROSSINGS TO HVE SUITBLE PPROCHES ON EITHER SIDE WITH DEQUTE SIGHTLINES MIN. 508 (TYPICL) C L CROSSING CROSSING PLNKS SHLL BE SOFTWOOD
More informationHow Variability in OSB Mechanical Properties Affects Biological Durability Testing
8 S.F. Curling et l.: Biologicl Durbility of OSB Holzforschung 57 (2003) 8 12 How Vribility in OSB Mechnicl Properties Affects Biologicl Durbility Testing By Simon F. Curling, Jerrold E. Winndy, Chrles
More informationSTARTRAC BUILDING ORDER BUILDING INFORMATION
Page 2 BUILDING: Geometry Width: 60'-0" Dist to Ridge: 30'-0" Length: 200'-0" Bay Spacing: 10@20'-0" Eave Height : Eave Height C: 24'-0" 24'-0" Roof Slope : Roof Slope C: 2.00 2.00 :12 :12 Col Location
More informationhome water audit kit take a look Clackamas River Water Providers (CRWP) Saving Water Makes Cents! CRWP Public Education and Outreach Cooordinator
tke look Clckms River Wter Providers (CRWP) Encourges you to tke look t your home wter system to identify wys you cn conserve wter nd be more efficient with our precious wter resource. FOR MORE INFORMATION:
More informationWeb Crippling of Wide Deck Sections
Missouri University of Science nd Technology Scholrs' Mine Interntionl Specilty Conference on Cold- Formed Steel Structures (1990) - 10th Interntionl Specilty Conference on Cold-Formed Steel Structures
More informationModeling Welded. ANSYS e-learning. June CAE Associates
Modeling Welded Connections ANSYS e-learning Peter Barrett June 2013 2013 CAE Associates Outline The importance of weld stress prediction. Weld geometry and terminology. Failure due to fatigue. Methods
More informationManufacturer Work Nationality Date Page No.. Company Name: Carpenter Technology Corporation -Same As Manufacturer USA 16-Mar TÜV Rheinland
nnex Certificte No. : 2 US/Q03 8928 ccording nnex I 4.3 EN 7644 D 2000 Merkbltt W0 FPC, Regultion (EU) Mnufcturer Work Ntionlity Dte Pge No.. Compny Nme: Crpenter Technology Corportion Sme s Mnufcturer
More informationFatigue Analysis of a Welded Structure in a Random Vibration Environment
Fatigue Analysis of a Welded Structure in a Random Vibration Environment ANSYS Users Conference Framingham, MA June 13, 2013 Michael Bak 2013 CAE Associates Outline Problem description: Life assessment
More informationPrestress Superstructure Tutorial
AASHTOWare BrDR 6.8.2 Prestress Superstructure Tutorial PS14 Prestressed Concrete I Beam Example PS14 - Prestressed Concrete I Beam Example This example details the data input of a prestressed concrete
More informationToday we will cover fatigue after a short refresher of stress based static failure and fracture mechanics.
2009-14-dec Today we will cover fatigue after a short refresher of stress based static failure and fracture mechanics. Non-destructive Testing Testing methods exist that can detect cracks or flaws in metallic
More informationPY2N20 Material Properties and Phase Diagrams
PY2N20 Mteril Properties nd Phse Digrms ecture 5 P. tmenov, PhD chool of Physics, TCD PY2N20-5 Phse Digrms - Introduction How much cn be done with pure elementl compounds? How mny combintions of elements
More informationBest Practices for PCR Assays in Seed Health Tests Version 3.0; June 2018
Best Prctices for PCR Assys in Seed Helth Tests Version 3.0; June 2018 Polymerse Chin Rection (PCR) is currently the most commonly utilized moleculr technique in seed helth testing. This document provides
More information10. Testing of Welded Joints
10. Testing of Welded Joints S S S S S S S S S S 10. Testing of Welded Joints 127 d = specimen dimeter d 1 = hed dimeter depending on clmping device L C = test length = L 0 + d/2 r = 2 mm r r L s L 0 L
More informationStress analysis of oil and gas pipeline parallel laying when traversing tunnels
Avilble online www.jocpr.com Journl of Chemicl nd Phrmceuticl Reserch, 2014, 6(6):1248-1254 Reserch Article ISSN : 0975-7384 CODEN(USA) : JCPRC5 Stress nlysis of oil nd gs pipeline prllel lying when trversing
More informationNumerical Analysis of a Reinforced Concrete Slab-Column Connection Subjected to Lateral & Vertical Loading
, Mrch 15-17, 2017, Hong Kong Numericl Anlysis of Reinforced Concrete Slb-Column Connection Subjected to Lterl & Verticl Loding Mostfiz Emtiz, A.S.M. Aluddin Al Azd, H. M. Shhin b nd Sultn Al Shfin c Abstrct
More informationDesign, Analysis and Optimization of Overhead Crane Girder
Design, Analysis and Optimization of Overhead Crane Girder Pratik R Patel 1, Bhargav J Patel 2, Vipul K Patel 3 1 M.E student in Mechanical Department, S K Patel Engineering College, Visnagar 2 Assistant
More informationCHAPTER 2 RELATIONAL MODEL
CHAPTER RELATIONAL MODEL Chpter : Reltionl Model Structure of Reltionl Dtbses Fundmentl Reltionl Algebr Opertions Additionl Reltionl Algebr Opertions Extended Reltionl-Algebr-Opertions Null Vlues Modifiction
More informationSection 1 F Welding of Hull Structures Chapter 3 Page 1 5
II - Prt 3 Section 1 F Welding of Hull Structures Chpter 3 Pge 1 5 8. For welding of ustenitic stinless steels to one nother nd to hull structurl steels, welding consumbles nd uxiliry mterils shll be selected
More informationInfluence of Stress Ratio on Fatigue Crack Propagation Behavior of Stainless Steel Welds
ELDING RESEARCH Influence of Stress Rtio on Ftigue Crck Propgtion Behvior of Stinless Steel elds Crck initition nd growth rtes in reltion to residul stresses were studied in gs metl rc welds of 316L BY
More informationFatigue strength of knuckle joints - a key parameter in ship design D. Beghin Marine Division, Bureau Veritas, Paris, France
Fatigue strength of knuckle joints - a key parameter in ship design D. Beghin Marine Division, Bureau Veritas, Paris, France Abstract Structural integrity of knuckle joints in inner hull for double hull
More informationTHE EFFECT OF SURFACE RECRYSTALLIZED LAYERS ON PROPERTIES OF EXTRUSIONS AND FORGINGS FROM HIGH STRENGTH ALUMINIUM ALLOYS
18. - 20. 5. 2011, Brno, Czech epublic, E THE EFFECT OF SFACE ECYSTALLIZED LAYES ON OETIES OF EXTSIONS AND FOGINGS FOM HIGH STENGTH ALMINIM ALLOYS Vldivoj O ENÁ EK, etr SEDLÁ EK b SVÚM. s., odniktelská
More information6" MIN. GREEN INLET MARKER LOCATION CARTWAY STANDARD PENNDOT PRECAST CONCRETE INLET BOX GREEN HIGHWAY GRATE INLET
10'-0" CUR RESTORTION (TYP.) CUR PLCED ON TOP OF CTCH SIN STNDRD CUR 6" MIN. 1. LOCTE PIPE OPENINGS TO PROVIDE MINIMUM 4" OF CONCRETE ETWEEN TOP OF INLET OX ND TOP OF PIPE OPENING. (PENNDOT RC-46M). CUR
More informationMega Storage & Car Park
FILE: S:\CDD\8-950 Mega Storage - Yates\Phase \8-950 Phase - uilding G0.dwg DTE: /30/208 TIME: 0:49:36 M S- F F F F F F F S- SW CUT IN CONCRETE +/- 6" THICK (PER CONTRCTOR REQUEST) +/- 6" THICK (PER CONTRCTOR
More informationCAE Simulation & Solutions Maschinenbau Ingenieurdienstleistungen GmbH
CAE Simulation & Solutions Maschinenbau Ingenieurdienstleistungen GmbH Dr. Wolfgang Krach, Dr. Walter Vonach, Dr. Nikolaus Friedl LIMIT 2016 Page 1 Company Profile and History Who we are: Engineering service
More information3 January 29, SBC#373/ APSU Dunn Center Lighting Replacement Genesis
genesis engineering group, llc 224 3rd avenue north franklin, tn 37064 615.628.7270 www.geneng.net ddendum Number Issue Date 3 January 29, 2019 Project Project Number SC#373/003-12-2018 PSU Dunn Center
More informationm m m 1:5 1:1,5 1:1,5. Ballast Intermediate layer. Definitions. Railway Project. Pre-engineering, Phase 2
Y:\2017\1_Rt\10892 MVD-PdT\07 Design\02 Geotechnics\02 Design Mteril\04 Rt, Geo\Tyyppipoikkileikkukset\DWG\Typicl Trck Cross-sections 20171218.dwg Rilwy oundry Ditch Upper surfce of intermedite lyer if
More informationCORRELATION BETWEEN HARDNESS AND STRENGTH FOR REFINEMENT OF LIFETIME PREDICTION OF HEAVY GT CASING PARTS. Diego Ugel Ansaldo Energia Switzerland
Proceedings of the 1st Globl Power nd Propulsion Forum GPPF 2017 Jn 16-18, 2014, Zurich, Switzerlnd www.pps.globl GPPF-2017-26 CORRELATION BETWEEN HARDNESS AND STRENGTH FOR REFINEMENT OF LIFETIME PREDICTION
More informationDeveloper Services Construction Details
Developer Services onstruction Details pproved details Developer Services Detail 1 Manhole Type 1 Developer Services Detail 2 Manhole Type 2 Developer Services Detail 3 Manhole Type 4 Developer Services
More informationBusiness Continuity Software Buyer s Guide
Business Continuity Softwre Buyer s Guide Opertionlly strtegic nd deployble, business continuity plns re criticl to ensuring your orgniztion cn survive nd succeed following n unplnned incident. Mny orgniztions
More informationA vital connection. Getting the job done: What to expect. How we work
NEW GAS CONNECTION MULTIPLE PROPERTIES, INDUSTRIAL AND COMMERCIAL A vitl connection Northern Gs Networks owns ll of the gs pipelines in the North Est, most of Yorkshire nd northern Cumbri, servicing 2.7
More informationInstallation Guide. Tile Me Shower Bases
Instlltion Guide Tile Me Shower ses Thnk You For Choosing Vlley Acrylic We strive to provide the interntionl bth mrket with new nd innovtive bthroom products mnufctured to the highest stndrds. Locted in
More informationIntegrated modelling of deformations and stresses in the die casting and heat treatment process chain
Perspektiven Integrted modelling of deformtions nd stresses in the die csting nd het tretment process chin Structurl high pressure die csting luminum prts re widely used in the utomotive industry. During
More informationAnalysis of Structure and Deformation Mechanisms of Mineral Wool Slabs under Compression
ISSN 1392 1320 MATERIALS SCIENCE (MEDŽIAGOTYRA). Vol. 18, No. 2. 2012 Anlysis of Structure nd Deformtion Mechnisms of Minerl Wool Sls under Compression Limutis STEPONAITIS, Sigits VĖJELIS, Sulius VAITKUS
More informationJUNE 15, 2016 TILLMAN & ASSOCIATES ENGINEERING DAVID TILLMAN 1720 SE 16TH AVE BLDG 100 OCALA, FL 34471
JUNE 5, 206 TILLMN & SSOCITES ENGINEERING DVID TILLMN 720 SE 6TH VE LDG 00 OCL, FL 3447 PROJECT NME: PMVS OF OCL PROJECT #203020026 PPLICTION: MJOR SITE PLN REVISION #063 Dear David: The above referenced
More informationSimplified Calculation of Short-Term Deflection in Prestressed Two-Way Flat Slabs
ACI STRUCTURAL JOURNAL Title no. 103-S86 TECHNICAL PAPER Simplified Clcultion of Short-Term Deflection in Prestressed Two-Wy Flt Slbs by Shih-Ho Cho nd Antoine E. Nmn While the deflection control of reinforced
More informationLa plasticité cristalline au service de la compréhension de la Corrosion sous Contrainte
La platicité critalline au ervice de la compréhenion de la Corroion ou Contrainte T. Couvant, P. Roy, J.M. Proix, N. Sellenet, G. Nicola Vi cloion-renfort de interne de cuve (circuit primaire REP) Cloion
More informationSiemens Fulfilling our responsibility
Siemens Fulfilling our responsibility Suppliers chpter Excerpt from the Siemens Sustinbility Report 2009 www.siemens.com Suppliers To Siemens, sustinbility in the supply chin mens using excellent nd innovtive
More informationMaterials Science & Engineering A
Mterils Science & Engineering A 588 (2013) 308 317 Contents lists vilble t ScienceDirect Mterils Science & Engineering A journl homepge: www.elsevier.com/locte/mse Slip trnsmission in bcc FeCr polycrystl
More informationProcess Costing 8-1. Chapter 8
8-1 2014 by McGrw-Hill Eduction. This is proprietry mteril solely for uthorized instructor use. Not uthorized for sle or distribution in ny mnner. This document my not be copied, scnned, duplicted, forwrded,
More informationPROJECT: PROPOSED SCHOOL - AWDINLE - IMPLEMENTED BY: SOMALI STABILIZATION INITIATIVES CLIENT. AWDINLE SCHOOL
PROJECT: PROPOED CHOOL - AWDINLE - IMPLEMENTED BY: CLIENT. OMALI TABILIZATION INITIATIVE AWDINLE CHOOL PROPOED AWDINLE CHOOL : DRAWING INDEX HEET N O 01. 01/24 02. 02/24 03. 03/24 04. 04/24 05. 05/24 06.
More informationCOMPUTER PROGRAM FOR CLIMATOLOGICAL PARAMETERS CALCULATION AND RADIATION SIMULATION
COMPUTER PROGRAM FOR CLIMATOLOGICAL PARAMETERS CALCULATION AND RADIATION SIMULATION L. COSTE E. EFTIMIE Abstrct: The pper presents softwre developed for the determintion of the bsic input dt used to design
More informationChandoga M., Jaroševič A., Sedlák J., Sedlák E. 3rd fib International Congress
Chndog M., Jroševič A., Sedlák J., Sedlák E. 3rd fib Interntionl Congress - 2010 EXPERIMENTAL AND IN SITU STUDY OF BRIDGE BEAMS SUPPORTED BY BOTTOM EXTERNAL TENDONS Doc. Ing. Miln Chndog, PhD., Projstr
More informationJavad VASEGHI AMIRI 1, Morteza HOSSEINALIBYGIE 2
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No.3239 EFFECT OF MALL CIRCULAR OPENING ON THE HEAR AND FLEXTURAL BEHAVIOR AND ULTIMATE TRENGTH OF REINFORCED
More informationConservation Tillage Strategies For Corn, Sorghum And Cotton
(93%) cotton nd percent lint ws similr in oth pickers. The 15-inch row system with 27 plnts/a gve higher lint yield (1491 l/a) compred to 4-inch row cotton with 5 plnts/a (136 l/a). Plnt cnopy closed 3
More informationPAPER CHEMISTRY, APPLETON, WISCONSIN IPC TECHNICAL PAPER SERIES NUMBER 163 W. J. WHITSITT OCTOBER, 1985
163 THE INSTITUTE OF PAPER CHEMISTRY, APPLETON, WISCONSIN O E G? o IPC TECHNICAL PAPER SERIES NUMBER 163 O4 o= o COMPRESSIVE STRENGTH RELATIONSHIPS AND FACTORS, C) t C= c. Md Qy W. J. WHITSITT OCTOBER,
More informationULTRASENSITIVE MAGNETOMETERS BASED ON ROTATIONAL MAGNETIC EXCITATION. Evangelos Hristoforou 1, Peter Svec Sr. 2
ULTRASENSITIVE MAGNETOMETERS BASED ON ROTATIONAL MAGNETIC EXCITATION Evangelo Hritoforou, Peter Svec Sr. National TU of Athen, Greece, Slovak Academy of Science, Bratilava Received 7 April 04; accepted
More information