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EBSCO_ocn761325702 |
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20231017213018.0 |
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111117s2011 nyua ob 001 0 eng d |
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|a N$T
|b eng
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|d OCLCQ
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|a 9781611223934
|q (electronic bk.)
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|a 1611223938
|q (electronic bk.)
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|a DEBSZ
|b 472577964
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|a (OCoLC)761325702
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|a TJ1
|b .A238 2011eb
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|a TEC
|x 009070
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|a 621
|2 23
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|a UAMI
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|a Advances in mechanical engineering research.
|n Volume 2 /
|c David E. Malach, editor.
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260 |
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|a New York :
|b Nova Science Publishers, Inc.,
|c ©2011.
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|a 1 online resource (xi, 313 pages) :
|b illustrations (some color)
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|a text
|b txt
|2 rdacontent
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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|a Includes bibliographical references and index.
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|a Intro -- ADVANCES IN MECHANICAL ENGINEERING RESEARCH VOLUME 2 -- ADVANCES IN MECHANICAL ENGINEERING RESEARCH VOLUME 2 -- Library of Congress Cataloging-in-Publication Data -- CONTENTS -- PREFACE -- FRACTURE MECHANICS OF WOOD AND WOOD-LIKE REINFORCED POLYMERS -- ABSTRACT -- 1. INTRODUCTION -- 2. THE BOUNDARY VALUE PROBLEM OF FRACTURE MECHANICS -- 2.1. Basic Airy Stress Function -- 2.2. The Elliptical Flat Crack Solution -- 2.2.1. The Elliptic Hole in an Infinite Region -- 2.2.2. The Mathematical Flat Crack Solution -- 2.3. Derivation of the Mixed I- II- Mode Equation
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|a 2.4. Remarks Regarding Crack Propagation -- 2.5. Additional Remarks Regarding the Empirical Confirmation -- 2.6. References -- 3. MODE I SOFTENING BEHAVIOUR AND FRACTURE ENERGY -- 3.1. Introduction -- 3.2. Compliance and Energy Release Rate -- 3.3. The Softening Curve -- 3.4. Fracture Energy as Area Under the Softening Curve -- 3.5. Empirical Confirmation -- 3.6. Crack Joining Mechanism -- 3.7. References -- 4. DISCUSSION OF THE FRACTURE MECHANICS MODELS APPLIED TO WOOD -- 4.1. Introduction -- 4.2. The Fictitious Crack Models -- 4.3. Crack Growth Models -- 4.4. Derivation of the Power Law
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|a 4.5. References -- 5. ENERGY THEORY OF FRACTURE -- 5.1. Introduction -- 5.2. Critical Distortional Energy as Fracture Criterion -- 5.3. Revision of the Critical Energy Release Rate Equation -- 5.4. References -- 6. ENERGY APPROACH FOR FRACTURE OF NOTCHED BEAMS -- 6.1. Introduction -- 6.2. Energy Balance -- 6.3. Experimental Verification -- 6.4. References -- 7. ENERGY APPROACH FOR FRACTURE OF JOINTS LOADED PERPENDICULAR TO THE GRAIN -- 7.1. Introduction -- 7.2. Energy Balance -- 7.3. Experimental Verification -- 7.4. Design Equation of the Eurocode 5 -- 7.5. References -- CONCLUSION
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|a 9. APPENDIX: WEIBULL SIZE EFFECT IN FRACTURE MECHANICS OF WIDE ANGLE NOTCHED TIMBER BEAMS -- 9.1. Summary -- 9.2. Introduction -- 9.3. Size Effect -- 9.4. Size Effect of Wide Notched Beams -- 9.5. Derivation of the Power Law Applied in Section 9.3 -- 9.6. Conclusions Regarding the Size Effect -- 9.7. References -- THULIUM-BASED CONTRAST AGENTS FOR MAGNETIC RESONANCE IMAGING (MRI) -- ABSTRACT -- INTRODUCTION -- T1 Contrast Enhancement -- T2 Contrast Enhancement -- T2* or Susceptibility Contrast Enhancement -- CHEMICAL EXCHANGE SATURATION TRANSFER (CEST) CONTRAST AGENTS
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|a ParaCEST Contrast Agents for MRI -- LipoCEST Contrast Agents for MRI -- TEMPERATURE-RESPONSIVE MRI CONTRAST AGENTS -- Sodium (23Na) Imaging -- Lithium (7Li) Imaging -- Fluorine (19F) Imaging -- CONCLUSION -- REFERENCES -- THULIUM-DOPED FIBER AMPLIFIERS -- ABSTRACT -- INTRODUCTION -- ATTENUATION IN A FIBER OPTIC COMMUNICATION LINK -- OPTICAL AMPLIFIERS TO COMPENSATE FOR THE ATTENUATION -- THULIUM-DOPED FIBER AMPLIFIERS FOR OPTICAL AMPLIFICATION -- RECENT DEVELOPMENT ON THEORETICAL AND EXPERIMENTAL WORKS ON S-BAND TDFA -- TDFA ARCHITECTURES WITH 1050NM PUMPING
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|a eBooks on EBSCOhost
|b EBSCO eBook Subscription Academic Collection - Worldwide
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650 |
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|a Mechanical engineering.
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650 |
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|a Génie mécanique.
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650 |
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|a mechanical engineering.
|2 aat
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650 |
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|a TECHNOLOGY & ENGINEERING
|x Mechanical.
|2 bisacsh
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650 |
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|a Mechanical engineering.
|2 fast
|0 (OCoLC)fst01013375
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700 |
1 |
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|a Malach, David E.
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856 |
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|u https://ebsco.uam.elogim.com/login.aspx?direct=true&scope=site&db=nlebk&AN=399728
|z Texto completo
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938 |
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|a Askews and Holts Library Services
|b ASKH
|n AH37508608
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938 |
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|a ProQuest Ebook Central
|b EBLB
|n EBL6240711
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938 |
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|a EBSCOhost
|b EBSC
|n 399728
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|a 92
|b IZTAP
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