197,99 €
Advanced Engineering Materials and Modeling
The engineering of materials with advanced features is driving the research towards the design of innovative materials with high performances. New materials often deliver the best solution for structural applications, precisely contributing towards the finest combination of mechanical properties and low weight. The mimicking of nature's principles lead to a new class of structural materials including biomimetic composites, natural hierarchical materials and smart materials. Meanwhile, computational modeling approaches are the valuable tools complementary to experimental techniques and provide significant information at the microscopic level and explain the properties of materials and their very existence. The modeling also provides useful insights to possible strategies to design and fabricate materials with novel and improved properties. The book brings together these two fascinating areas and offers a comprehensive view of cutting-edge research on materials interfaces and technologies the engineering materials. The topics covered in this book are divided into 2 parts: Engineering of Materials, Characterizations & Applications and Computational Modeling of Materials. The chapters include the following:
Sie lesen das E-Book in den Legimi-Apps auf:
Seitenzahl: 699
Veröffentlichungsjahr: 2016
Cover
Title page
Copyright page
Preface
Part 1: Engineering of Materials, Characterizations, and Applications
Chapter 1: Mechanical Behavior and Resistance of Structural Glass Beams in Lateral–Torsional Buckling (LTB) with Adhesive Joints
1.1 Introduction
1.2 Overview on Structural Glass Applications in Buildings
1.3 Glass Beams in LTB
1.4 Theoretical Background for Structural Members in LTB
1.5 Finite-element Numerical Modeling
1.6 LTB Design Recommendations
1.7 Conclusions
References
Chapter 2: Room Temperature Mechanosynthesis of Nanocrystalline Metal Carbides and Their Microstructure Characterization
2.1 Introduction
2.2 Experimental
2.3 Theoretical Consideration
2.4 Results and Discussions
2.5 Conclusion
Acknowledgment
References
Chapter 3: Toward a Novel SMA-reinforced Laminated Glass Panel
3.1 Introduction
3.2 Glass in Buildings
3.3 Structural Engineering Applications of Shape-Memory Alloys (SMAs)
3.4 The Novel SMA-Reinforced Laminated Glass Panel Concept
3.5 Discussion of Parametric FE Results
3.6 Conclusions
References
Chapter 4: Sustainable Sugarcane Bagasse Cellulose for Papermaking
4.1 Pulp and Paper Industry
4.2 Sugar Industry
4.3 Sugarcane Bagasse
4.4 Advantageous Utilizations of SCB
4.5 Applications of SCB Wastes
4.6 Problematic of Nonwood Fibers in Papermaking
4.7 SCB as Raw Material for Pulp and Paper
4.8 Digestion
4.9 Bleaching
4.10 Properties of Bagasse Pulps
4.11 Objectives
4.12 Old Corrugated Container Pulps
4.13 Synergistic Delignification SCB–OCC
4.14 Elemental Chlorine-Free Bleaching of SCB Pulps
4.15 Conclusions
References
Chapter 5: Bio-inspired Composites: Using Nature to Tackle Composite Limitations
5.1 Introduction
5.2 Bio-inspiration: Bone as Biomimetic Model
5.3 Case Studies Using Biomimetic Approach
5.4 Methods
5.5 Conclusions
References
Part 2: Computational Modeling of Materials
Chapter 6: Calculation on the Ground State Quantum Potentials for the ZnS
x
Se
1-
x
(0 <
x
< 1)
6.1 Introduction
6.2 Ground State in D-Dimensional Configuration Space for ZnS
x
Se
1-
x
Zincblende Structure
6.3 Ground States in the Case of Momentum Space
6.4 Results and Discussion
6.5 Conclusions
Acknowledgements
References
Chapter 7: Application of First Principles Theory to the Design of Advanced Titanium Alloys
7.1 Introduction
7.2 Basic Concepts of First Principles
7.3 Theoretical Models of Alloy Design
7.4 Applications
7.5 Conclusions
Acknowledgment
References
Chapter 8: Digital Orchid: Creating Realistic Materials
8.1 Introduction
8.2 Concept Development
8.3 Three-dimensional Modeling of Decorative Light Fixture
8.4 Materials Creating and Editing
8.5 Conclusion
References
Chapter 9: Transformation Optics-based Computational Materials for Stochastic Electromagnetics
9.1 Introduction
9.2 Theory of Transformation Optics
9.3 Scattering from Rough Sea Surfaces
9.4 Scattering from Obstacles with Rough Surfaces or Shape Deformations
9.5 Scattering from Randomly Positioned Array of Obstacles
9.6 Propagation in a Waveguide with Rough or Randomly Varying Surface
9.7 Conclusion
References
Chapter 10: Superluminal Photons Tunneling through Brain Microtubules Modeled as Metamaterials and Quantum Computation
10.1 Introduction
10.2 QED Coherence in Water: A Brief Overview
10.3 “Electronic” QED Coherence in Brain Microtubules
10.4 Evanescent Field of Coherent Photons and Their Superluminal Tunneling through MTs
10.5 Coupling between Nearby MTs and their Superluminal Interaction through the Exchange of Virtual Superradiant Photons
10.6 Discussion
10.7 Brain Microtubules as “Natural” Metamaterials and the Amplification of Evanescent Tunneling Wave Amplitude
10.8 Quantum Computation by Means of Superluminal Photons
10.9 Conclusions
References
Chapter 11: Advanced Fundamental-solution-based Computational Methods for Thermal Analysis of Heterogeneous Materials
11.1 Introduction
11.2 Basic Formulation of MFS
11.3 Basic Formulation of HFS-FEM
11.4 Applications in Functionally Graded Materials
11.5 Applications in Composite Materials
11.6 Conclusions
Acknowledgments
Conflict of Interest
References
Chapter 12: Understanding the SET/RESET Characteristics of Forming Free TiO
x
/TiO
2–
x
Resistive-Switching Bilayer Structures through Experiments and Modeling
12.1 Introduction
12.2 Experimental Methodology
12.3 Bipolar Switching Model
12.4 RESET Simulations
12.5 SET Simulations
12.6 Simulation of Time-dependent SET/RESET Processes
12.7 Conclusions
Acknowledgments
References
Chapter 13: Advanced Materials and Three-dimensional Computer-aided Surgical Workflow in Cranio-maxillofacial Reconstruction
13.1 Introduction
13.2 Methodology
13.3 Findings
13.4 Discussion
References
Chapter 14: Displaced Multiwavelets and Splitting Algorithms
14.1 An Algorithm with Splitting of Wavelet Transformation of Splines of the First Degree
14.2 An Algorithm for Constructing Orthogonal to Polynomials Multiwavelet Bases
14.3 The Tridiagonal Block Matrix Algorithm
14.4 Problem of Optimization of Wavelet Transformation of Hermite Splines of Any Odd Degree
14.5 Application to Data Processing of Laser Scanning of Roads
14.6 Conclusions
References
Index
End User License Agreement
Cover
Copyright
Contents
Begin Reading
ii
iii
iv
xv
xvi
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
321
322
323
324
325
326
327
328
329
330
331
332
333
334
335
336
337
338
339
340
341
342
343
344
345
346
347
348
349
350
351
352
353
354
355
356
357
358
359
360
361
362
363
364
365
366
367
368
369
370
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
386
387
388
389
390
391
392
393
394
395
396
397
398
399
400
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
441
442
443
444
445
446
447
448
449
450
451
452
453
454
455
456
457
458
459
460
461
462
463
464
465
466
467
468
469
470
471
472
473
474
475
476
477
478
479
480
481
482
483
484
485
486
487
488
489
490
491
492
493
494
495
496
497
498
499
500
501
502
503
504
505
Scrivener Publishing100 Cummings Center, Suite 541JBeverly, MA 01915-6106
Advanced Materials SeriesThe Advanced Materials Series provides recent advancements of the fascinating field of advanced materials science and technology, particularly in the area of structure, synthesis and processing, characterization, advanced-state properties, and applications. The volumes will cover theoretical and experimental approaches of molecular device materials, biomimetic materials, hybrid-type composite materials, functionalized polymers, supramolecular systems, information- and energy-transfer materials, biobased and biodegradable or environmental friendly materials. Each volume will be devoted to one broad subject and the multidisciplinary aspects will be drawn out in full.
Series Editor: Ashutosh TiwariBiosensors and Bioelectronics CentreLinköping UniversitySE-581 83 LinköpingSwedenE-mail: [email protected]
Managing Editors: Sachin Mishra and Sophie Thompson
Publishers at ScrivenerMartin Scrivener ([email protected])Phillip Carmical ([email protected])
Edited by
Ashutosh Tiwari, N. Arul Murugan and Rajeev Ahuja
Copyright © 2016 by Scrivener Publishing LLC. All rights reserved.
Co-published by John Wiley & Sons, Inc. Hoboken, New Jersey, and Scrivener Publishing LLC, Beverly, Massachusetts.
Published simultaneously in Canada.
No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying, recording, scanning, or otherwise, except as permitted under Section 107 or 108 of the 1976 United States Copyright Act, without either the prior written permission of the Publisher, or authorization through payment of the appropriate per-copy fee to the Copyright Clearance Center, Inc., 222 Rosewood Drive, Danvers, MA 01923, (978) 750-8400, fax (978) 750-4470, or on the web at www.copyright.com. Requests to the Publisher for permission should be addressed to the Permissions Department, John Wiley & Sons, Inc., 111 River Street, Hoboken, NJ 07030, (201) 748-6011, fax (201) 748-6008, or online at http://www.wiley.com/go/permission.
Limit of Liability/Disclaimer of Warranty: While the publisher and author have used their best efforts in preparing this book, they make no representations or warranties with respect to the accuracy or completeness of the contents of this book and specifically disclaim any implied warranties of merchantability or fitness for a particular purpose. No warranty may be created or extended by sales representatives or written sales materials. The advice and strategies contained herein may not be suitable for your situation. You should consult with a professional where appropriate. Neither the publisher nor author shall be liable for any loss of profit or any other commercial damages, including but not limited to special, incidental, consequential, or other damages.
For general information on our other products and services or for technical support, please contact our Customer Care Department within the United States at (800) 762-2974, outside the United States at (317) 572-3993 or fax (317) 572-4002.
Wiley also publishes its books in a variety of electronic formats. Some content that appears in print may not be available in electronic formats. For more information about Wiley products, visit our web site at www.wiley.com.
For more information about Scrivener products please visit www.scrivenerpublishing.com.
Library of Congress Cataloging-in-Publication Data:
ISBN 978-1-119-24246-8
The engineering of materials with advanced features is driving the research towards the design of innovative high-performance materials. New materials often deliver the best solutions for structural applications, precisely contributing to the finest combination of mechanical properties and low weight. Furthermore, these materials mimic the principles of nature, leading to a new class of structural materials which include biomimetic composites, natural hierarchical materials and smart materials. Meanwhile, computational modeling approaches are valuable tools which are complementary to experimental techniques and provide significant information at the microscopic level and explain the properties of materials and their existence itself. The modeling further provides useful insight to propose possible strategies to design and fabricate materials with novel and improved properties. Depending upon the pragmatic computational models of choice, approaches vary for the prediction of the structure- and element-based approaches to fabricate materials with properties of interest. This book brings together the engineering materials and modeling approaches generally used in structural materials science.
Research topics on materials engineering, characterization, applications and their computational modeling are covered in this book. In general, computational modeling approaches are routinely used as cost-effective and complementary tools to get information about the materials at the microscopic level and to explain their electronic and magnetic properties and the way they respond to external parameters like temperature and pressure. In addition, modeling provides useful insight into the construct of design principles and strategies to fabricate materials with novel and improved properties. The use of modeling together with experimental validation opens up the possibility for designing extremely useful materials that are relevant for various industries and healthcare sectors. This book has been designed in such a way as to cover aspects of both the use of experimental and computational approaches for materials engineering and fabrication. Chapters 1 through 6 are devoted to experimental characterization of materials and some of their applications relevant to the paper industry and healthcare sectors. Chapters 7 through 13 are devoted to computational materials modeling and their fabrication using atomistic- and finite-element-based approaches. Specifically discussed in Chapters 7 and 8 are first-principles-based modeling approaches to predict the structure and electronic properties of extended systems. The remaining chapters contribute with theoretical approaches to understanding hybrid materials and stochastic electromagnets and to modeling complex processes like tunneling of superluminal photons.
The book is written for readers from diverse backgrounds across chemistry, physics, materials science and engineering, medical science, pharmacy, environmental technology, biotechnology, and biomedical engineering. It offers a comprehensive view of cutting-edge research on materials engineering and modeling. We acknowledge the contributors and publisher for their prompt response in order that this book could be published in a timely manner.
EditorsAshutosh Tiwari, PhD, DScN. Arul Murugan, PhDRajeev Ahuja, PhD10 June 2016
Chiara Bedon1* and Jan Belis2
1University of Trieste, Department of Engineering and Architecture, Trieste, Italy
2Ghent University, Department of Structural Engineering, Laboratory for Research on Structural Models – LMO, Ghent, Belgium
*Corresponding author: [email protected]
Glass is largely used in practice as an innovative structural material in the form of beams or plate elements able to carry loads. Compared to traditional construction materials, the major influencing parameter in the design of structural glass elements – in addition to their high architectural and aesthetic impacts – is given by the well-known brittle behavior and limited tensile resistance of glass. In this chapter, careful attention is paid to the lateral–torsional buckling (LTB) response of glass beams laterally restrained by continuous adhesive joints, as in the case of glass façades or roofs. Closed-form solutions and finite-element numerical approaches are recalled for the estimation of their Euler’s critical buckling moment under various loading conditions. Nonlinear buckling analyses are then critically discussed by taking into account a multitude of mechanical and geometrical aspects. Design recommendations for laterally restrained glass beams in LTB are finally presented.
Keywords: Lateral–torsional buckling (LTB), glass beams, analytical models, finite-element modeling, structural adhesive joints, composite sections, incremental buckling analysis, imperfections, buckling design methods, buckling curve
Glass is largely used in practice as an innovative structural material, e.g. in the form of beams or plate elements able to carry loads. Often, structural glass components are used in structures in combination with other materials, such as timber [1–6] or composites [1, 7–9]. However, especially in façades, roofs, and building envelopes, the use of glass panels combined with steel frames, aluminum bracing systems, or cable nets represents one of the major configurations, for which a wide set of case studies and technological possibilities are available [1, 2, 10–15]. Compared to traditional construction materials, the major influencing parameter in the design of structural glass elements – in addition to their high architectural and aesthetic impact – is given by the well-known brittle behavior and limited tensile resistance of glass. The use of thermoplastic interlayers alternated to two (or more) glass sheets in the form of laminated glass (LG) elements – despite the high sensitivity of the bonding foils to the effects of temperature and load-duration – represents the typical solution for buildings, automotive applications, etc. due to the intrinsic ductility and post-breakage resistance.
In those cases, the typical configurations for structural glass assemblies are often derived – and properly modified, to account for the brittle behavior of glass – from practice of traditional construction materials (e.g. steel structures and sandwich structures). The connections used in such LG assemblies are traditionally properly designed and well-calibrated mechanical connections (e.g. steel fasteners and bolted joints) able to offer a certain structural interaction among multiple glass components. However, due to continuous scientific (material) improvements, technological innovations and architectural demands, recent design trends are often oriented towards the minimization of mechanical joints and toward the development of frameless glazing systems, in which glass to glass interaction is provided by chemical connections such as sealant joints or adhesives only. This is the case for beams, such as glass elements used in practice as stiffeners for façade or roof panels, where the coupling between them is often provided by continuous adhesive joints. From a structural point of view, the effect of such joints can be compared to a partially rigid shear connection, and consequently its mechanical effectiveness should be properly taken into account.
Bolted point fixings or continuous adhesive joints currently represent the two most used typologies of connections and can both be employed in glass façades or roofs, e.g. to provide the mechanical interaction between the glass beams and the supported glass roof panels. While in the first case the bolted connectors and their related effects can often be rationally described in the form of infinitely rigid intermediate restraints, the configuration of glass beams with continuous adhesive joints requires appropriate studies and related analytical methods. Adhesive joints are in fact characterized by moderate shear stiffness, and consequently they act as a continuous, flexible joint between the beams and the connected panels. Adhesives of common use in practice are also characterized by moderate shear/tensile resistance; hence, an appropriate design approach should be taken into account for them, regardless of possible LTB phenomena.
This chapter, in this context, aims to present an extended review of glass beams in LTB, including a discussion of the main influencing parameters, mechanical properties, geometrical aspects, available analytical methods, and finite-element (FE) approaches. A detailed discussion of the LTB mechanical response of glass beams, laterally unrestrained or restrained by means of continuous adhesive joints, will then be proposed.
Structural glass applications are mainly associated, in current practice, to aesthetic, architectural or thermal, and acoustic requirements. Glass is, in fact, synonymous of transparency and lightness, hence finds primarily application in building envelopes, roofs, canopies, etc. and solutions in which transparency is mandatory. Major structural glass assemblies – often of complex geometry – are obtained by appropriate conjunct use of glass elements with metal frameworks and substructures (Figure 1.1).
Figure 1.1 Example of structural glass applications in buildings, in conjunction with metal frameworks and substructures. Pictures taken from (a) [16], (b) [17], (c) [18], and (d) [19].
Structural configurations combining glass elements with timber components (Figure 1.2) also represent a solution of large interest for designers and engineers, especially in those applications aiming to strong energy efficiency [24].
Figure 1.2 Example of structural glass applications in buildings, in conjunction with timber components and assemblies. Pictures taken from (a) [20], (b) [21], (c) [22], and (d) [23].
The exposure of structural components in general to significant compression, shear, bending, or a combination of them is the first cause of buckling failure mechanisms (Figure 1.3). As far as these structural elements are slender and/or affected by several influencing parameters, such as initial geometrical imperfections, eccentricities, and residual stresses, the susceptibility to buckling phenomena increases and represents an important issue to be properly predicted and prevented. This is the case of both isotropic and orthotropic plates, beams, columns, but also laminates and composites in general.
Figure 1.3 Buckling phenomena in columns, beams, and plates.
