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E-raamat: Solving Complex Problems for Structures and Bridges using ABAQUS Finite Element Package [Taylor & Francis e-raamat]

(University Putra Malaysia, Selangor, Malaysia), (University of Sheffield, United Kingdom)
  • Formaat: 308 pages, 22 Tables, black and white; 56 Line drawings, black and white; 285 Halftones, black and white; 341 Illustrations, black and white
  • Ilmumisaeg: 25-Nov-2021
  • Kirjastus: CRC Press
  • ISBN-13: 9781003213369
Teised raamatud teemal:
  • Taylor & Francis e-raamat
  • Hind: 170,80 €*
  • * hind, mis tagab piiramatu üheaegsete kasutajate arvuga ligipääsu piiramatuks ajaks
  • Tavahind: 244,00 €
  • Säästad 30%
Solving Complex Problems for Structures and Bridges using ABAQUS Finite Element PackageSuurem pilt
  • Formaat: 308 pages, 22 Tables, black and white; 56 Line drawings, black and white; 285 Halftones, black and white; 341 Illustrations, black and white
  • Ilmumisaeg: 25-Nov-2021
  • Kirjastus: CRC Press
  • ISBN-13: 9781003213369
Teised raamatud teemal:
Taylor & Francis e-raamatudRohkem infot Taylor & Francis e-raamatute kohta
Raamatu kodulehekülg: https://www.taylorfrancis.com/books/9781003213369
This book aims to present specific complicated and puzzling challenges encountered for application of the Finite Element Method (FEM) in solving Structural Engineering problems by using ABAQUS software, which can fully utilize this method in complex simulation and analysis.

Therefore, an attempt has been to demonstrate the all process for modeling and analysis of impenetrable problems through simplified step by step illustrations with presenting screenshots from software in each part and also showing graphs.

Farzad Hejazi is the Associate Professor in the Department of Civil Engineering, Faculty of Engineering, University Putra Malaysia (UPM), and a Senior Visiting Academic at the University of Sheffield, UK.

Hojjat Mohammadi Esfahani,an expert on Finite Element Simulation,has more than 10 years of experience in the teaching and training of Finite Element packages, such as ABAQUS.
Preface xi
Authors xiii
Chapter 1 Introduction about Finite Element Method
1(6)
1.1 Introduction
1(1)
1.2 Main Process for Finite Element Modeling and Analysis
1(4)
1.2.1 Step 1: Idealization
1(1)
1.2.2 Step 2: Discretization
2(1)
1.2.3 Step 3: Element Characteristics
3(1)
1.2.4 Step 4: Assembly of Finite Element Equations
3(1)
1.2.5 Step 5: Apply Boundary Condition
3(1)
1.2.6 Step 6: Solving the Finite Element Equations
4(1)
1.2.7 Step 7: Additional Calculations
5(1)
1.3 Summary
5(2)
Chapter 2 Abaqus Scripting for Mesh Convergence
7(20)
2.1 Introduction
7(1)
2.2 Problem Description
7(1)
2.3 Objectives
7(1)
2.4 Modeling
7(8)
2.4.1 Parts Module
7(5)
2.4.2 Assembly Module
12(1)
2.4.3 Step Module
12(1)
2.4.4 Boundary Conditions (Load Module)
13(1)
2.4.5 Load Module
13(1)
2.4.6 Mesh Module
13(2)
2.5 Analysis: Job Module
15(12)
Chapter 3 Analysis of Steel Rectangular Plate with Circular Hole
27(28)
3.1 Introduction
27(1)
3.2 Problem Description
27(1)
3.3 Objectives
27(1)
3.4 Modeling
28(17)
3.4.1 Part Module
28(3)
3.4.2 Property Module
31(3)
3.4.3 Mesh Module
34(3)
3.4.4 Assembly Module
37(2)
3.4.5 Step Module
39(1)
3.4.6 Load/Boundary Condition Module
40(5)
3.5 Analysis: Job Module
45(2)
3.5.1 Create an Analysis Job: Job-1
45(2)
3.5.2 Monitor Solution in Progress
47(1)
3.6 Visualization Module
47(8)
3.6.1 View the Results of the Analysis
48(1)
3.6.2 Visualization/Results Module
49(6)
Chapter 4 Evaluate the Capacity of the Steel Beam-Column Connection through Pushover Analysis
55(46)
4.1 Introduction
55(1)
4.2 Problem Description
55(1)
4.2.1 Geometric Properties
55(1)
4.2.2 Material Properties
55(1)
4.3 Objectives
56(1)
4.4 Modeling
57(31)
4.4.1 Part Module
57(4)
4.4.2 Property Module
61(6)
4.4.3 Assembly Module
67(2)
4.4.4 Step Module
69(4)
4.4.5 Interactions Module
73(4)
4.4.6 Boundary Condition
77(2)
4.4.7 Loading Module
79(4)
4.4.8 Mesh Module
83(5)
4.5 Analysis: Job Module
88(4)
4.5.1 Create an Analysis Job: Job-1
88(3)
4.5.2 Monitor Solution in Progress
91(1)
4.6 Visualization Module
92(1)
4.6.1 View the Results of the Analysis
92(1)
4.7 Results and Discussion
93(6)
4.7.1 Case 1
93(1)
4.7.2 Case 2
94(5)
4.8 Conclusion
99(2)
Chapter 5 Strengthening of the RC Beam Using CFRP Rods and Concrete Jacketing
101(70)
5.1 Introduction
101(1)
5.2 Problem Description
101(2)
5.2.1 Geometric Properties
101(2)
5.2.2 Material Properties
103(1)
5.3 Objectives
103(2)
5.4 Modeling
105(53)
5.4.1 Part Module
105(9)
5.4.2 Property Module
114(10)
5.4.3 Assembly Module
124(11)
5.4.4 Step Module
135(7)
5.4.5 Interaction Module
142(3)
5.4.6 Load/Boundary Condition Module
145(4)
5.4.7 Mesh Module
149(9)
5.5 Optimization Module
158(1)
5.6 Analysis: Job Module
159(3)
5.7 Visualization Module
162(1)
5.8 Analysis Result
163(8)
Chapter 6 Explosive Loading on a Sandwich Plate
171(28)
6.1 Introduction
171(1)
6.2 Problem Description
171(1)
6.3 Objectives
171(1)
6.4 Modeling
172(17)
6.4.1 Part Module
173(1)
6.4.2 Material Properties
173(3)
6.4.3 Sections Properties
176(1)
6.4.4 Section Assignment
176(4)
6.4.5 Assembly Module
180(1)
6.4.6 Step Module
180(4)
6.4.7 Outputs
184(1)
6.4.8 Constraint
184(1)
6.4.9 Interaction Module
184(2)
6.4.10 Contact
186(1)
6.4.11 Meshing Module
187(2)
6.4.12 Boundary Condition Module
189(1)
6.5 Analysis: Job Module
189(1)
6.6 Analysis Results
189(10)
Chapter 7 The Impact Load on a Reinforced Concrete Beam
199(48)
7.1 Introduction
199(1)
7.2 Problem Description
199(1)
7.3 Objectives
199(1)
7.4 Modeling
199(36)
7.4.1 Part Module
199(8)
7.4.2 Material Properties
207(3)
7.4.3 Section Properties
210(4)
7.4.4 Section Assignment
214(3)
7.4.5 Assembly Module
217(4)
7.4.6 Step Module
221(2)
7.4.7 Request Output
223(1)
7.4.8 Interaction Module
223(7)
7.4.9 Load Module
230(1)
7.4.10 Predefined Field
231(1)
7.4.11 Mesh Module
231(4)
7.5 Analysis: Job Module
235(1)
7.6 Analysis Results
235(12)
Chapter 8 Eulerian Buckling of Column under Axial Load
247(18)
8.1 Introduction
247(1)
8.2 Problem Description
247(1)
8.3 Objectives
248(1)
8.4 Modeling
248(8)
8.4.1 Part Module
248(1)
8.4.2 Material Properties
248(1)
8.4.3 Section Properties
249(3)
8.4.4 Sections Assignment
252(1)
8.4.5 Assembly Module
252(1)
8.4.6 Step Module
252(3)
8.4.7 Load Module
255(1)
8.4.8 Mesh Module
256(1)
8.5 Analysis: Job Module
256(2)
8.6 Analysis Results
258(7)
Chapter 9 Post-Buckling Analysis of Steel Plate Shear Wall
265(42)
9.1 Introduction
265(1)
9.2 Problem Description
265(2)
9.3 Objectives
267(1)
9.4 Modeling
267(25)
9.4.1 Part Module
267(3)
9.4.2 Material Properties
270(1)
9.4.3 Section Properties
270(4)
9.4.4 Section Assignment
274(4)
9.4.5 Assembly Module
278(2)
9.4.6 Step Module
280(1)
9.4.7 Boundary Conditions Module
281(11)
9.5 Analysis: Job Module
292(1)
9.6 Analysis Results
293(1)
9.7 Display Buckling for the First Buckling Mode Shape
294(1)
9.8 Extract Remaining Mode Shapes
294(4)
9.8.1 Part 1
294(1)
9.8.2 Part 2
294(4)
9.9 Modify Enforced Displacement
298(1)
9.10 Implement the Buckling Mode as an Imperfection
298(1)
9.11 Result of Part 1
299(4)
9.11.1 Plot Plastic Strain Contour
300(1)
9.11.2 Plot Stress Concentration
301(2)
9.12 Combine the Reaction Force and Displacement Diagrams
303(4)
Index 307
Farzad Hejazi is Associate Professor at Department of Civil Engineering, Faculty of Engineering, University Putra Malaysia (UPM), and a Senior Visiting Academic in University of Sheffield. He is an innovation champion in UPM since 2013, and a member of the management committee for the Housing Research Center in Faculty of Engineering (UPM). He was appointed as Innovation Coordinator for Faculty of Engineering in 2014 by Deputy Vice Chancellor for Research and Innovation, and was also appointed Research Coordinator for Department of Civil Engineering in 2017. He received his PhD in Structural Engineering from University Putra Malaysia in 2011 and worked as postdoctoral fellow until 2012 and thereafter employed as a member of department of Civil Engineering, UPM.

Hojjat Mohammadi Esfahani received his Bachelor of Mechanical Engineering in 2007 and his Master of Science in the same field of Mechanical Engineering in 2017. His main expertise is Finite Element Simulation, and he has more than 10 years experience in teaching and training of Finite Element Packages such as ABAQUS. Currently he is involved with many research and industry projects regarding simulation of complex and infrastructures by using ABAQUS Finite Element Software.
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