MARC details
| 000 -LEADER |
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| fixed length control field |
02390nam a2200289Ia 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
MX-MdCICY |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20250625124638.0 |
| 040 ## - CATALOGING SOURCE |
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| Transcribing agency |
CICY |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
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| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
B-6209 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
250602s9999 xx |||||s2 |||| ||und|d |
| 245 10 - TITLE STATEMENT |
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| Title |
Shear Moduli of Structural Composites from Torsion Tests |
| 490 0# - SERIES STATEMENT |
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| Volume/sequential designation |
Journal of Composite Materials, 36(10), p.1151-1173, 2002 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
A combined experimental/analytical approach for effective evaluation of in-plane and out-of-plane shear moduli of structural composite laminates from torsion is presented. The test samples are produced by pultrusion and consist of E-glass fiber systems and vinylester resin. Three types of rectangular samples are used: unidirectional samples cut from plates; angle-ply and angle/cross ply samples cut from wide-flange beams. The shear moduli are obtained from the experimental torsional stiffnesses (T/O)and data reduction techniques based on torsion solutions by Lekhnitskii and Whitney. The classical approach of using paired samples of different widths but same material orientation can grossly underestimate out-of-plane shear moduli. Thus, to overcome this problem, samples with material orientations normal to each other are used, and to obtain samples of larger dimensions than the available thicknesses of the material, the pultruded laminates are bonded flat-wise, from which transverse strips of different widths are cut. Consistent results are obtained by the two data reduction techniques, and the experimental values are compared to predictions by micro/macro-mechanics models. In relation to more elaborate methods, the proposed torsional approach can be easily implemented in the laboratory, and by testing a representative volume of the material with this method, it is expected to obtain reliable shear moduli data for structural composites. |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
FIBER-REINFORCED PLASTIC COMPOSITES |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
LAMINATES |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
IN-PLANE AND OUT-OF-PLANE SHEAR MODULI |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
TORSION |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
MICRO/MACRO-MECHANICS |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
DATA REDUCTION TECHNIQUES |
| 700 12 - ADDED ENTRY--PERSONAL NAME |
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| Personal name |
Davalos J. |
| 700 12 - ADDED ENTRY--PERSONAL NAME |
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| Personal name |
Qiao P. |
| 700 12 - ADDED ENTRY--PERSONAL NAME |
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| Personal name |
Wang H.A. |
| 700 12 - ADDED ENTRY--PERSONAL NAME |
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| Personal name |
Salim H.A. |
| 700 12 - ADDED ENTRY--PERSONAL NAME |
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| Personal name |
Schlussel J. |
| 856 40 - ELECTRONIC LOCATION AND ACCESS |
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| Uniform Resource Identifier |
<a href="https://drive.google.com/file/d/1GxCTucFN-G1Mh7-CgcSQAUEL33cPO--C/view?usp=drivesdk">https://drive.google.com/file/d/1GxCTucFN-G1Mh7-CgcSQAUEL33cPO--C/view?usp=drivesdk</a> |
| Public note |
Para ver el documento ingresa a Google con tu cuenta: @cicy.edu.mx |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
Clasificación local |
| Koha item type |
Documentos solicitados |
