Comparative study of fatique design of steel structures as per IS 800:2007, EN 1993-1-9:2005,AS 4100:1998 and AISC 360:2010 (Also available on CD) (Record no. 54780)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 02874nam a2200181Ia 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 180731s9999||||xx |||||||||||||| ||und|| |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | SD TH-0219 |
| Item number | PAT |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Patel, Trupal (PT401514) |
| 245 #0 - TITLE STATEMENT | |
| Title | Comparative study of fatique design of steel structures as per IS 800:2007, EN 1993-1-9:2005,AS 4100:1998 and AISC 360:2010 (Also available on CD) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Date of publication, distribution, etc | 2018 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | xi,65p.,CD-ROM |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | CONTENTS <br/>ACKNOLEDGEMENT iv <br/>ABSTRACT v <br/>LIST OF FIGURES ix <br/>LIST OF TABLES xi <br/>1 INTODUCTION 1 <br/>1.1 GENERAL 1 <br/>1.2 OBJECTIVES 2 <br/>1.3 NEED OF STUDY 2 <br/>1.4 SCOPE OF WORK 3 <br/>1.5 DEFINITIONS 3 <br/>2 LITERATURE REVIEW 4 <br/>2.1 GENERAL 4 <br/>2.2 LITERATURE STUDIED 4 <br/>2.3 PHASES OF FATIGUE PROCESS 7 <br/>2.4 FACTORS AFFECTING FATIGUE LIFE 8 <br/>2.5 FATIGUE LOADING 10 <br/>2.6 S-N CURVE 12 <br/>3 FATIGUE DESIGN PARAMETERS UNDER STUDY 14 <br/>3.1 FATIGUE DESIGN PROCEDURE 14 <br/>3.2 EVALUATION OF UNCORRECTED FATIGUE STRENGTH USING S-N METHODS 14 <br/>3.2.1 Detail Category 14 <br/>3.2.2 S-N Curves for Normal Stress 16 <br/>3.2.3 S-N Curves for Shear Stress 18 <br/>3.2.4 Fatigue Strength for Normal Stress and Shear Stress 19 <br/>3.3 PARTIAL SAFETY FACTORS 22<br/>3.4 CAPACITY REDUCTION FACTOR 24 <br/>3.5 FATIGUE DESIGN STRENGTH 25 <br/>3.6 FATIGUE LIMITATION 27 <br/>4 PROBLEM FORMULATION: 29 <br/>4.1 GENERAL 29 <br/>4.2 DESIGN OF GANTRY GIRDER OF 25 T CAPACITY FOR 6M SPAN BY IS-800 (2007) 29 <br/>4.3 FATIGUE DESIGN BY IS-800 (2007) 31 <br/>4.4 FATIGUE DESIGN BY EN 1993-1-9 (2005) 33 <br/>4.5 FATIGUE DESIGN BY AS-4100 (1998) 35 <br/>4.6 FATIGUE DESIGN BY AISC-360 (2010) 37 <br/>5 RESULTS & DISCUSSION 39 <br/>5.1 RESULTS OF 6 M SPAN GANTRY GIRDER OF 25 T CAPACITY FOR 400000 STRESS CYCLES 39 <br/>5.2 RESULTS OF 6 M TO 10 M SPAN GANTRY GIRDER OF 25 T CAPACITY FOR 400000 STRESS CYCLES 43 <br/>5.3 RESULTS OF 6 M TO 10 M SPAN GANTRY GIRDER OF 50 T CAPACITY FOR 400000 STRESS CYCLES 45 <br/>5.4 Results of 6 m span Gantry girder of 25 T capacity for 560000 Stress Cycles 47 <br/>5.5 RESULTS OF 6 M TO 10 M SPAN GANTRY GIRDER OF 25 T CAPACITY FOR 560000 STRESS CYCLES 51 <br/>5.6 RESULTS OF 6 M TO 10 M SPAN GANTRY GIRDER OF 50 T CAPACITY FOR 560000 STRESS CYCLES 53 <br/>5.7 RESULTS OF 6 M SPAN GANTRY GIRDER OF 25 T CAPACITY FOR 400000 & 560000 STRESS CYCLES 55 <br/>5.8 RESULTS OF 6 M TO 10 M SPAN GANTRY GIRDER OF 25 T CAPACITY FOR 400000& 560000 STRESS CYCLES 59 <br/>5.9 RESULTS OF 6 M TO 10 M SPAN GANTRY GIRDER OF 50 T CAPACITY FOR 400000 & 560000 STRESS CYCLES 60 <br/>5.10 DISCUSSION 61 <br/>5.10.1 Comparison of Codal Provisions 61 <br/>5.10.2 Interpretation of result data 62 <br/>5.11 CONCLUSION 63 <br/>5.12 FUTURE SCOPE 63 <br/>REFERENCES 64<br/> |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Shah, Dhara (Guide) |
| 890 ## - Country | |
| Country | India |
| 891 ## - Topic | |
| Topic | 2014 Batch |
| 891 ## - Topic | |
| Topic | FT-PG |
| 891 ## - Topic | |
| Topic | Structural Design |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection code | Withdrawn status | Home library | Current library | Date acquired | Source of acquisition | Full call number | Barcode | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | Faculty of Technology | CEPT Library | CEPT Library | 31/07/2018 | Faculty of Technology | SD TH-0219 PAT | 019666 | 31/07/2018 | 31/07/2018 | Thesis |