Spelling suggestions: "subject:"notched"" "subject:"botched""
1 |
Fatigue damage accumulation in carbon fibre laminatesOtunga, Moses Gerishom January 1995 (has links)
No description available.
|
2 |
Effects of microstructural and mechanical testing variables on the toughness of quenched and tempered 4340 steel /Datta, Kanti P. January 1979 (has links)
Thesis (Ph. D.)--Oregon Graduate Center, 1979.
|
3 |
Contribution to the Study of Fracture in Amorphous Polymers: Experiments and ModelingDe Castro, Anthony 2010 December 1900 (has links)
Glassy polymers are extensively used to make all kinds of structural components.
Polymers, such as epoxies, are often chosen as matrices in polymer matrix composites
(PMC). Ever since the 1960s, these types of composites have been gaining importance
in aerospace and automotive advanced applications due to their high sti ness and
weight saving potential.
In order to provide clues on the dependence of the fracture behavior upon the
stress triaxiality, a series of tensile tests on epoxy (Epon862) round notched bars were
carried out at NASA Glenn Research Center. Using state-of-the-art non-contact dig-
ital image correlation measurement technique, the mechanical quantities of interest
were extracted in order to understand how the fracture behavior responds when sub-
jected to various levels of stress triaxiality induced by varying the notch radius of
the specimens. E ects of aging on the fracture behavior were also investigated. A
physics-based macromolecular constitutive model that accounts for temperature and
pressure sensitivity as well as small-strain softening and large-strain hardening was
used to model the deformation behavior. Good correlation between experiments and
numerical simulations was achieved. To predict fracture, a pressure-sensitive model
motivated by previous work is introduced. Based on the experimental and numerical
results, the relation between the mean strain to failure versus the stress triaxiality
was de ned and it was shown that the fracture response of the material is strongly
a ected by the level of stress triaxiality.
|
4 |
Some Observations on the Nature of the Audiometric 4000 Hz Notch: Data From 3430 VeteransWilson, Richard H. 01 January 2011 (has links)
Background: Pure-tone, air-conduction audiograms notched at 4000 Hz have long been considered the signature configuration for noise-induced hearing loss even though there is an extensive literature that does not mesh with this simple explanation. There are many reports of notched audiograms from individuals with no history of noise exposure and, conversely, reports of audiograms with no notches from individuals with a history of noise exposure. Recent reports increasingly suggest that unilateral 4000 Hz notches are common. The prevalence of notched audiograms at 4000 Hz is dependent on the definition of the notch and the population under study. Purpose: To examine the prevalence and characteristics of audiograms that are notched at 4000 Hz. Research Design: Retrospective, descriptive. Study Sample: The participants were 3430 veterans evaluated in the Audiology Clinic at the VA Medical Center, Mountain Home, Tennessee. The mean age was 62.3 yr. Data Collection and Analyses: The data were collected in the course of a 60 min, routine audiological evaluation. In addition to pure-tone audiometry, a history, otoscopy, speech audiometry in quiet and in noise, and aural-acoustic immittance measures were included in the clinic protocol but were not evaluated in this report. A notch was defined when the 4000 Hz threshold minus the 2000 Hz threshold and the 4000 Hz threshold minus the 8000 Hz threshold both were ≥10 dB. Results: Overall the mean LE (left ear) thresholds at 2000, 3000, and 4000 Hz were at hearing levels 2-3 dB higher than the hearing levels for the corresponding mean RE (right ear) thresholds; the differences were significant. A notched audiogram was observed in 40.6% of the participants in at least one ear with 15.4% having bilateral notches, 28.8% LE notches, and 27.1% RE notches. Unilateral 4000 Hz notches were almost twice as prevalent as bilateral 4000 Hz notches. Viewed as a function of age, notched audiograms were most common (∼35% of the participants) in the 40 and 50 yr groups with a diminishing prevalence in the 60-80 yr groups. The mean notch depth at 4000 Hz was consistently 20-26 dB across the seven age groups. In comparison to the thresholds of the audiograms that were not notched, the thresholds of the audiograms with 4000 Hz notches (1) at 250-2000 Hz were at hearing levels 2-3 dB lower, (2) at 3000 and 4000 Hz were at hearing levels 8-17 dB higher, and (3) at 8000 Hz were at hearing levels 3-4 dB lower; the threshold differences were significant at all frequencies for both ears. Conclusions: The data suggest that unilateral, 4000 Hz notched audiograms are as common or more common than bilateral notched audiograms and that unilateral notched audiograms are equally common for the LE and RE. The prevalence and characteristics of 4000 Hz notched audiograms in this veteran sample are similar to those observed in the population as a whole.
|
5 |
An experimental study of the dynamic response of notched barsMines, R. A. W. January 1984 (has links)
A survey is made of analytic, experimental and numerical techniques in the field of the dynamic initiation, and early propagation, of cracks. As no closed form analytic solutions exist for finite geometries, even in the elastic case, numerical and experimental techniques have to be developed. In instrumented impact tests plasticity often occurs. The specific problem of the Instrumented Charpy Test is discussed in detail by virtue of its technological significance and the extensive literature available for the test. Although a standard for the test has been proposed there are still outstanding questions to be answered, for which the techniques described above can be used. The problem of the dynamic calibration of various notched geometries is addressed in the original work of the thesis. The Charpy, Izod, Slender Cantilever and Double Notched Bar geometries are studied using dynamic photoelasticity and 8000 fps photography. It is shown that the response of the DNB is more straightforward than the Charpy geometry. Further photoelastic study of the latter two geometries, using epoxy model material and 10<sup>6</sup> fps photography, gives a quantitative measure of the growth of stress intensity factor at the notch tips and hence a dynamic calibration is deduced. An explicit finite difference code is used to supplement photoelastic data. Having achieved progress in the derivation of the dynamic calibration of the two selected geometries, corresponding instrumented impact tests are then undertaken. The Hopkinson Pressure Bar method of loading is used. It is concluded that the proposed standard for the Instrumented Charpy Test is valid within limits but that there is a requirement for a dynamic calibration. Such a calibration is complex in the case of the Charpy geometry whereas a simpler geometry, viz. DNB, could prove to be more amenable to analysis and hence be more practical from the technological point of view.
|
6 |
The notched coating adhesion specimen: a fracture test for coatings and accelerated screening test for adhesionChang, Tsunou 18 November 2008 (has links)
A simple adhesion test method is proposed to provide estimates of the debond toughness of adhesive bonds. Notched coating adhesion (NCA) specimens consist of single substrates coated with thin layers of adhesive. The coating is notched to induce initial debonds, and the specimen is then loaded in a manner to produce tensile stresses in the coating. The substrate strain at which the coating debond propagates is then used to determine the critical strain energy release rate. Yielding of the substrate is permitted, and does not complicate the calculations. The specimen geometry results in a mode mix which drives the debond to the interface, thus obtaining a measure of interfacial behavior. Because of the geometry and testing method, the technique is simple, inexpensive and may be conducted quickly. The properties of the coating and the residual stresses of the bond must be known to predict the bond strength. Since accurate data on these properties are not always readily available, the test may be limited as a method to screen adhesive systems. Besides being a screening test, the NCA can be used as an accelerated test to study the durability of adhesive bonds. NCA specimens reach moisture equilibrium quickly because of the short diffusion path. By significantly reducing the amount of time needed for the adhesive/substrate interface to reach equilibrium moisture conditions, the time required to obtain estimates of performance in humid environments is greatly reduced. If one assumes that moisture at the interface is the cause of bond degradation, these simple tests offer the potential to rapidly estimate the durability of a given adhesive/substrate system. Accelerated durability studies were conducted on model steel/epoxy systems, and the results were compared to the results for double cantilever beam tests. / Master of Science
|
7 |
Slotted Printed Monopole UWB Antennas with Tuneable Rejection Bands for WLAN/WiMAX and X-Band CoexistenceElfergani, Issa T., Rodriguez, Jonathan, Otung, I., Mshwat, Widad F.A.G.A., Abd-Alhameed, Raed 15 March 2018 (has links)
Yes / Four versions of the compact hexagonal-shaped monopole printed antennas for UWB applications are presented. The first proposed antenna has an impedance bandwidth of 127.48 % (3.1 GHz to 14 GHz), which satisfies the bandwidth for ultra-wideband communication systems. To reduce the foreseen co-channel interference with WLAN (5.2GHz) and X-Band systems (10GHz), the second and third antennas type were generated by embedding hexagonal slot on the top of the radiating patch. The integration of the half and full hexagonal slots created notched bands that potentially filtered out the sources of interference, but were static in nature. Therefore, a fourth antenna type with tuneable-notched bands was designed by adding a varactor diode at an appropriate location within the slot. The fourth antenna type is a dual-notch that was electronically and simultaneously tuned from 3.2GHz to 5.1GHz and from 7.25GHz up to 9.9GHz by varying the bias voltages across the varactor. The prototypes of the four antenna versions were successfully fabricated and tested. The measured results have good agreement with the simulated results. / This work is carried out under the grant of the Fundacão para a Ciência e a Tecnologia (FCT - Portugal), with the reference number: SFRH/BPD/95110/2013.
|
8 |
Time effects in the static testing of concrete to determine fracture energySiew, Hoi Choong. January 1986 (has links)
Call number: LD2668 .T4 1986 S53 / Master of Science / Civil Engineering
|
9 |
Evaluation of proposed methods to determine fracture parameters for concrete in bendingYap, Sze-Ting. January 1986 (has links)
Call number: LD2668 .T4 1986 Y362 / Master of Science / Civil Engineering
|
10 |
Fissuration en modes mixtes dans le bois : diagnostic et évaluation des méthodes de renforcement local / Cracking in mixed mode in wood : diagnosis and evaluation of reinforcement methodsSorin, Edouard 30 November 2018 (has links)
Cette thèse s’effectue au sein de l’université de Bordeaux. Ce projet concerne la construction en bois et en particulier la compréhension des phénomènes à l’origine des fissures dans les structures bois. L’un des objectifs étant de concevoir des méthodes efficaces de renforcement local pour les éléments de structure. Pour cela, l’étude se décompose en plusieurs étapes, la compréhension des phénomènes mis en jeu dans la création des fissures sur des bois de construction. Ce travail s’orientera sur la modélisation de fissure en mode mixte, la recherche de solution de renforcement avec compréhension fine de l’impact de types de renforts sur la propagation de la fissure. Cette étude sera accompagnée d’une campagne d’essais, afin de vérifier l’efficacité des renforcements choisis et d’identifier l’impact de l’effet d’échelle sur les modèle de prédiction. Des essais de grandes dimensions seront donc réalisés pour mieux appréhender les effets de groupes et les effets d’échelle sur du matériau d’emploi. On vise ensuite à définir des outils prédictifs de la résistance des systèmes renforcés et de moyens de contrôles pour les Plan d’Assurance Qualité. / The purpose of reinforcing assemblies and structural elements inwood is to overcome the resistance limits of the material, by transferring greaterefforts in areas which can lead to premature cracking in structures. The reinforcementsused can be made of steel, composite materials or wood. Their hook can bemechanical (screwed bodies) or by adhesion (structural bonding like glued-in rodsfor example). In both cases, the transfer of solicitations remains poorly known, andthe effect of the beginning and the deflection of crack are not well apprehended. Inengineering techniques, the wood resistance in the reinforced area is neglected, whichis in line with the precautionary principle. Currently, the scientific investigations areinterested in the resistance of those kind of techniques without considering the interactionsbetween the quasi-brittle behavior of the wood and the reinforcementswhich govern the gain in mechanical performance. However, these solutions can leadto a failure caused by the progressive splitting of the wood and the anchor loss ofthe reinforcement. So it seems accurate to propose predictions of the short-termstrength for splitting of reinforced and unreinforced beams, which can be used tofurther exploration of the long-term failure mechanism. That is why, in this study, aglobal prediction model of the ultimate strength of structural components subjectedto splitting, reinforced and unreinforced ones, was developed. It considers the quasibrittlebehavior of the wood and crack propagation in mixed mode, using a mixinglaw established on the R-curves. The relevance of this modeling was then comparedto the current dimensioning methods of the Eurocodes 5, for notched beams, withexperimental campaigns conducted at different scales.
|
Page generated in 0.0281 seconds