Subsurface volume loss takes place in many geotechnical situations, and it is inherently accompanied by complex stress and displacement fields that may influence the performance of engineered geosystems. This research is a deformation-centered analysis, it depends on soil compressibility and it is implemented using finite elements. Soil stiffness plays a central role in predicting ground deformation. First, an enhanced Terzaghi’s soil compressibility model is proposed to satisfy asymptotic conditions at low and high stress levels with a small number of physically meaningful parameters. Then, the difference between small and large strain stiffness is explored using published small and large-strain stress-strain data. Typically, emphasis is placed on the laboratory-measured stiffness or compressibility; however, there are pronounced differences between laboratory measurements and field values, in part due to seating effects that prevail in small-thickness oedometer specimens. Many geosystems are subjected to repetitive loads; volumetric strains induced by drained repetitive ko-loads are experimentally investigated to identify shakedown and associated terminal density. The finite element numerical simulation environment is used to explore the effect of localized subsurface mass loss on free-surface deformation and shallow foundations settlement and bearing capacity. A stress relaxation module is developed to reproduce the change in stress associated to dissolution features and soft zone formation. The comprehensive parametric study is summarized in terms of dimensionless ratios that can be readily used for engineering applications. Field settlement data gathered at the Savannah River Site SRS are back-analyzed to compare measured values with predictions based on in situ shear wave velocity and strain-dependent stiffness reduction. The calibrated model is used to estimate additional settlements due to the pre-existing cavities, new cavities, and potential seismic events during the design life of the facility.

Non-specific low back pain (LBP) is a major health problem affecting a substantial portion of the population. The current treatments offered for non-specific LBP are oftentimes unsuccessful because the acting mechanism(s) of most treatment options are unknown. Obtaining a better understanding about the acting mechanism behind existing treatment options is, therefore, essential for the improvement of non-specific LBP treatment and management. The objective of this study was to gain a more comprehensive understanding about the acting mechanism of high velocity low amplitude spinal manipulative therapy, specifically the impact that high velocity low amplitude spinal manipulative therapy may have on the active and passive spinal musculoskeletal stabilizing subsystems along with the resultant spinal stability for healthy participants. A pre-post intervention study design completed by six healthy participants was used to quantify changes in the above noted aspects of spinal stability using a series of tests performed both before and after six sessions of high velocity low amplitude spinal manipulative therapy. The tests included seated balancing tests, lower back range of motion tests, and stress relaxation test. The six sessions of high velocity low amplitude spinal manipulative therapy did not significantly affect any of the test measurements among our healthy participant group.

An imperative task for successful underground mining is to ensure the stability of underground structures, since it influences the safety, and in turn, the production capacity and economic performance of the mine. This is more so for deep excavations in soft rock which may be under significantly high stresses. In this thesis, stability studies on two tunnels, a horseshoe-shaped and an inverted arch-shaped tunnel, have been presented. The tunnels, running at a depth of 1325 m, are part of the Xiezhuang Coal Mine, in the Xinwen mining area, in China. Using the available information on stratigraphy, geological structures, in-situ stress measurements and geo-mechanical properties of intact rock and discontinuity interfaces, a three-dimensional numerical model has been built using the 3DEC 3-Dimensional Distinct Element Code to simulate the stress conditions around the tunnels. Based on available discontinuity geometry constraints, the rock mass has been modelled as a mixture of a discontinuum medium close to the tunnels and as an equivalent-continuum in the far field. Due to the unavailability of field measurements for rock mass mechanical parameters, the parameters have been estimated by incorporating the available intact rock mechanical properties and field deformation monitoring data into a strength reduction model calibration procedure. This back-analysis (calibration) has been carried out through a pseudo-time dependent support installation routine which incorporates the effect of time through a stress-relaxation mechanism. The results from the back-analysis indicate that the rock mass cohesion, tensile strength, uniaxial compressive strength, and elastic modulus values are about 35-45 % of the corresponding intact rock property values. Additionally, the importance of incorporating stress relaxation before support installation in numerical modeling has been illustrated, for the first time in literature, through the increased support factors of safety and reduced grout failures. The calibrated models have been analyzed for different supported and unsupported cases in an attempt to quantify the effect of supports in stabilizing the tunnels and to estimate the adequacy of the existing supports being used in the mine. A direct outcome is that the findings indicate that longer supports may be better suited for the existing geo-mining conditions around the tunnels since they have fractured zones that are larger than the supports currently in use at the mine. The effects of supports have been demonstrated using changes in deformations and yield zones around the tunnels, and changes in the average factors of safety and grout failures of the supports. The use of longer supports and floor bolting has provided greater stability for the rock masses around the tunnels. A comparison between the closure strains in the two differently shaped tunnels indicates that the inverted arch tunnel may be more efficient in reducing roof sag and floor heave for the existing geo-mining conditions. Additional analyses focusing on parametric sensitivity studies on the rock and joint mechanical properties show that the tunnel stability is highly sensitive to changes in cohesion and internal friction angle of the intact rock, and changes in joint basic friction angle. Tunnel stability is seen to not be very sensitive to changes in intact rock tensile strength and joint shear stiffness for the tunnels being studied. Finally, support optimization studies conducted by studying the effect of changing cable diameters and grout uniaxial compressive strengths on support factors of safety and grout failures show the trade-off that is necessary in selecting cable strength vis-à-vis grout strength. The results indicate that simply increasing either one of cable or grout strength parameters without considering their interactions and compatibilities could be detrimental to the stability of the support system.

A case study is considered in which data produced by different techniques have been gathered in various locations within a rock mass in which topography effects are most likely significant. Measurements were performed for the design of a re-powering scheme that includes a new hydraulic conduit and an underground cavern that will primarily be excavated in granite. An integrated approach for extrapolating the results from the various in situ tests to the rock mass volume of interest for the hydroelectric power scheme is presented. This approach includes the development of an equivalent continuum mechanics model. The integration of in situ tests and numerical modelling enables to determine the stress spatial variation which helps ascertain the loading mechanism at the origin of the measured stress field as well as the long-term rheological behavior of the equivalent geomaterial under consideration.

Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Ocean Engineering; and, (M.S.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 1982. / MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING / Includes bibliographical references. / by John Emmanuel Agapakis. / M.S.

Ο θερμομηχανικός χαρακτηρισμός του κράματος NiTi και η ενσωμάτωση του σε πολυμερική μήτρα με στόχο τη γέννηση εσωτερικών μηχανικών τάσεων όταν υπάρξει θερμική διέγερση, είναι επιγραμματικά ο σκοπός της παρούσας εργασίας. Το ‘ευφυές’ σύστημα που μελετάται στην εργασία αυτή αποτελείται από εποξειδική ρητίνη, ενισχυμένη με ίνες Kevlar 29 και ενσωματωμένα σύρματα Νικελίου-Τιτανίου. Στο πρώτο πειραματικό μέρος, περιλαμβάνεται η μελέτη και ο θερμομηχανικός χαρακτηρισμός του υλικού. Χρησιμοποιήθηκαν σύρματα NiTi διαμέτρου 0.3mm, αλλά και ράβδοι για τη διεξαγωγή κάποιων συγκεκριμένων πειραμάτων. Οι πειραματικές τεχνικές περιλαμβάνουν μηχανικά πειράματα εφελκυσμού σε σερβοϋδραυλικό πλαίσιο δοκιμών, ηλεκτρονιακή μικροσκοπία σάρωσης (SEM), οπτική μικροσκοπία, χρήση θερμοκάμερας υπερύθρου ακτινοβολίας, διαφορική θερμιδομετρία σάρωσης (DSC), δυναμική μηχανική ανάλυση (DMA), μέτρηση ηλεκτρικών ιδιοτήτων καθώς και ένα πρωτοποριακό σύστημα χαρακτηρισμού υλικών (σύστημα THERMIS), που αναπτύχθηκε στο εργαστήριο. Το δεύτερο τμήμα, περιλαμβάνει τη μελέτη του υβριδικού σύνθετου υλικού. Η παρασκευή του πραγματοποιείται σε αυτόκλειστο φούρνο (autoclave) και για την ενεργοποίηση του και την καταγραφή των παραμέτρων κατά τη λειτουργία του, χρησιμοποιείται το σύστημα THERMIS. Για να επιτευχθεί η σύγκριση μεταξύ της συμπεριφοράς του κράματος όταν αυτό ενεργοποιείται με και χωρίς την πολυμερική μήτρα να το περιβάλει, έχουν επιλεγεί δύο τύποι πειραμάτων: συνεχής ενεργοποίηση για μεγάλο χρονικό διάστημα (χαλάρωση τάσης ενεργοποίησης - activation stress relaxation) και κυκλική ενεργοποίηση-απενεργοποίηση για μεγάλο αριθμό επαναλήψεων (λειτουργική κόπωση – transformation fatigue). Τα πειράματα της λειτουργικής κόπωσης στα σύρματα, έδειξαν ότι η αρχική αναπτυσσόμενη τάση, μειώνεται εκθετικά, συναρτήσει των κύκλων ενεργοποίησης. Σύμφωνα με τα αποτελέσματα, η κοπωτική συμπεριφορά του σύρματος, δεν εξαρτάται από τη διάρκεια του χρόνου θέρμανσης ανά κύκλο, αλλά από τον αριθμό των κρυσταλλογραφικών μετασχηματισμών μεταξύ οστενιτικής - μαρτενσιτικής φάσης και αντίστροφα. Ο ρυθμός υποβάθμισης της ικανότητας του κράματος να ασκεί μηχανική τάση, είναι πολύ έντονος κατά τη διάρκεια των πρώτων εκατοντάδων κύκλων και μειώνεται όσο το φαινόμενο εξελίσσεται. Στα σύνθετα υλικά, όπως και στην περίπτωση των συρμάτων SMA, η υποβάθμιση της λειτουργικής ικανότητας των υβριδικών συνθέτων, φαίνεται ότι δεν εξαρτάται από το χρόνο της θέρμανσης ανά κύκλο, αλλά μόνο από το πλήθος των κρυσταλλογραφικών εναλλαγών. Στα πειράματα χαλάρωσης τάσης, η αρχική τάση των συρμάτων ήταν γύρω στα 500MPa και σύμφωνα με τα πειραματικά αποτελέσματα, με την πάροδο του χρόνου και υπό την επίδραση της θερμοκρασίας, λαμβάνει χώρα εκθετική μείωση του μεγέθους της. Το επίπεδο της θερμοκρασίας λειτουργίας, επηρεάζει δραματικά την υποβάθμιση της μηχανικής αναπτυσσόμενης τάσης, της οποίας ο ρυθμός είναι ιδιαίτερα αυξημένος κατά τις πρώτες ώρες λειτουργιάς του υλικού. Ποιοτικά, το ίδιο φαινόμενο συμβαίνει και στην περίπτωση της χαλάρωσης τάσης ενεργοποίησης των υβριδικών συνθέτων, με τη διαφορά ότι η υποβάθμιση είναι σαφώς πιο έντονη. Προτείνεται τέλος, η μελέτη της υποβάθμισης της ικανότητας των ενεργοποιητών, με βάση στατιστικά εργαλεία και μεθόδους, κατά αναλογία με άλλα κοπωτικά φαινόμενα στη φύση (κυρίως στη μηχανική), εφόσον ουσιαστικά πρόκειται για ακολουθία δράσεων που τελικά οδηγούν στην απώλεια της ικανότητας των υλικών μας να ασκούν τάση. Συνηγορεί εξάλλου σε αυτό και η μορφή των πειραματικών καμπυλών, που παρουσιάζουν μεγάλη ομοιότητα με τις αντίστοιχες καμπύλες S/N, στη μηχανική κόπωση των υλικών. / The present work, aims to the thermo-mechanical characterization of the NiTi Shape Memory Alloy and the characterization of ‘smart’ hybrid composites with embedded SMAs, under thermal activation. The composite structure that is being investigated consists of an epoxy resin matrix, Kevlar 29 fibers and NiTi SMA wires. The first experimental section deals with the thermo mechanical characterization of the Shape Memory Alloy. 0.3 mm in diameter wires were used. The experimental techniques, include mechanical tests using a servo-hydraulic testing apparatus, scanning electron microscopy (SEM), optical microscopy, thermal IR camera imaging, differential scanning calorimetry (DSC), dynamic mechanical analysis (DMA), electrical measurements and a novel thermo mechanical characterization system (Thermis), which was tailor made according to the needs of this project. The second experimental section deals with the characterization of the composite material, which was developed using a special purpose furnace (autoclave) and was tested on the Thermis system. In order to compare the functionality of the SMA either in free condition or embedded in a polymer matrix, two experiments were chosen: continuous activation for a long time (activation stress relaxation) and recurrent thermal activation (transformation fatigue). The transformation fatigue experiments showed that the initially developed mechanical stress, reduces exponentially, according to the number of the crystalline transformations. The functional fatigue life of the alloy, does not depend on the heating time per cycle, but is strongly correlated to the number of the recurrent transformation between martensite and austenite. The stress reduction rate is increased during the first cycles and reduces as the phenomenon develops. As it concerns the composite materials, like the SMA wire case, the reduction of the stress generation capability, is not affected by the heating time per cycle, and is only related to the number of the crystalline transformations. During the stress relaxation experiments, the initial developed stress of the wires was about 500 MPa and according to the experimental results, as time passes and under the influence of the thermal field, the stress reduces exponentially. The temperature level strongly affects the reduction phenomenon and the reduction rate is very high during the first hours of the experiment. The same behavior is observed not only at the SMA wires but also at the composites, as well, noting that reduction in the later case is much more intense. At the end, the study of the fatigue and relaxation phenomena, using a statistical approach, is suggested, like many other fatigue cases in nature (especially in mechanics). The fatigue curves presented here resemble to the S/N curves that can derived from the case of mechanical fatigue of other structural materials, like steel or CFR composites.

Performance of indexable insert cutting tools is not only about the performance of cutting inserts. It is also about the cutting tool body, which has to provide a secure and accurate insert positioning as well as its quick and easy handling under severe working conditions. The common damage mechanisms of cutting tool bodies are fatigue and plastic deformation. Cutting tools undergo high dynamic stresses going in and out cutting engagement; as a result, an adequate level of fatigue strength is the essential steel property. Working temperatures of tool bodies in the insert pocket can reach up to 600°C, why the tool steel requires high softening resistance to avoid plastic deformation. Machinability is also essential, as machining of the steel represents a large fraction of the production cost of a cutting tool. The overall aim of the study is to improve the tool body performance by use of an advanced steel grade with an optimized combination of all the demanding properties. Due to the high-temperature conditions, the thesis concerns mostly hot-work tool steels increasing also the general knowledge of their microstructure, mechanical properties and machinability. Knowing the positive effect of sulphur on machinability of steels, the first step was to indentify a certain limit of the sulphur addition, which would not reduce the fatigue strength of the tool body below an acceptable level. In tool bodies, where the demand on surface roughness was low and a geometrical stress concentrator was present, the addition of sulphur could be up to 0.09 wt%. Fatigue performance of the cutting tools to a large extent depended on the steel resistance to stress relaxation under high dynamic loading and elevated temperatures. The stress relaxation behaviour, material substructure and dislocation characteristics in low-alloyed and hot-work tool steels were studied using X-ray diffraction under thermal and mechanical loading.  Different tool steels exhibited different stress relaxation resistance depending on their microstructure, temper resistance and working temperature. Hot-work tool steels showed to be more preferable to low-alloyed tool steels because of their ability to inhibit the rearrangement and annihilation of induced dislocations. High-temperature softening resistance of the hot-work tool steels was investigated during high-temperature hold-times and isothermal fatigue and discussed with respect to their microstructure. Carbide morphology and precipitation were determined using scanning and transmission electron microscopy. Machinability of a prehardened hot-work tool steel of varying nickel content from 1 to 5 wt% was investigated in end milling and drilling operations. Machining the higher nickel containing steels resulted in longer tool life and generated lower cutting forces and tool/workpiece interface temperature. The difference in machinability of the steels was discussed in terms of their microstructure and mechanical properties.

The goal of the present work is investigation of deformation mechanisms in magnesium-based metal matrix composites and examination of the influence of morphology of strengthening phase on the mechanical properties. The microstructure of the specimen was studied by means of light optical and electron microscopy (SEM). Compression tests in the temperature range of 20řC-300řC were preformed. Acoustic emission measurements were performed during compression test at room temperature, whose help us elucidate the ongoing micromechanisms during the straining. Furthermore residual stress in the magnesium matrix at different strain levels was measured by neutron diffraction.

As the plastic and packaging industry is looking to increase the longevity of plastic products as well as recycling used material, there is a need to understand how material properties respond and change during long periods of mechanical loading. Physical tensile experiments on thin plant-based High-Density Polyethylene (HDPE) are conducted with the intent of capturing relaxation behavior from a short-term (1-3 hours) and long-term (29-56 days) perspective. Experimental tests aiming to capture short-term relaxation behavior prior to necking at various loads are made on a MTS Qtest100 tensile-machine in the laboratory at BTH. Long-term experiments are conducted on a custom-built tensile machine stationed in the author’s apartment.   Data gathered from the experiments are swiftly converted into true stress and strain based on the derived mathematical expressions in preparation for computer simulations, i.e. modeling the behavior using two expressions and the Finite Element Method (FEM) in the general purpose FE-software AbaqusTM R2020. The loading curve, i.e. uniform deformation, prior to geometrical necking, was modeled using the Ramberg-Osgood expression and captured the mechanical non-linear behavior accurately. Two expressions are initially used to capture the stress decay, referred to as relaxation behavior: the first one is Guiu and Pratt and the second one is a data-generated Four Parameter Logistics (4PL) expression. A comparison between the two expressions, show that the 4PL expression captures the entire short-term behavior of the experiments. The 4PL expression could also predict the long-term behavior without further calibration. The Guiu and Pratt expression could not predict the behavior as accurately as the 4PL expression.   Using the converted physical data to calibrate a Parallel Rheological Framework (PRF) model in the MCalibration software proved to be time consuming. A combination of the Ramberg Osgood and 4PL expression is used to re-create the converted physical experiment data which reduces both noise and size of the datasets dramatically. The calibration time was significantly reduced because the datasets were much smaller. With a material model calibrated using the re-created data, simulations could be conducted in Abaqus, creating a virtual twin of the physical experiments. Results from the physical experiments are compared to the results of the virtual simulations proving that the PRF model can capture the relaxation behavior shown in the short-term experiments. The model also works for long-term relaxation behavior and only a slight increase in stress relaxation compared to the physical experiments was observed. / I dagens plast och paketeringsindustri finns ett behov att öka produkters livstid samt att använda återvunnet material. Med detta finns då behovet av att bättre förstå hur plasternas egenskaper förändras under långa lastperioder. Fysiska tester kommer därav genomföras med tunna testbitar gjorda av organiskt HDPE med målet att fånga spännings relaxationen från både ett kort (1-3 timmar) till ett långt (29-56 dagar) tidsperspektiv. Experimentella tester som fångar det korta tidsperspektivet görs med olika lastfall före “necking” och genomförs på en MTS Qtest100 dragprovsmaskin på labbet på campus BTH. Tester som fångar det långa tidsperspertivet görs på en dragprovsmaskin som är tillverkad för detta syftet och är stationerad i författarens lägenhet.  Datan som är tagen från experimenten är först konverterade till sann spänning och töjning för att sedan modeleras utav två matematiska uttryck och en model i Finita Element Metod programmet AbaqusTM R2020. Det matematiska uttrycket Ramberg-Osgood användes för att modellera pålastningskurvan före “necking” och gorde detta tillfredställande. Två uttryck jämfördes för att modellera relaxationskurvan, ena var Guiu and Pratt uttrycket och det andra var en data-genererad Fyra Parameter Logistik (4PL) uttryck. Jämförelsen visade att 4PL uttrycket fångade hela kurvaturen ur det korta tidsperspektivet. Det visade sig även att 4PL uttrycket kunde prediktera det långa tidsperspektivet utan att göra några extra kailbreringarna från de korta tidsperspektivets kalibrering. Guiu and Pratts uttryck hade problem i bade de korta och långa tidsperspektivet.  Med den omvandlade datan från de fyska testerna börjades kalibreringen av en “Parallel Rheological Model” (PRF)  materialmodel i programmet MCalibration. Detta visade sig kräva mycket tid då datafilerna från de fysiska testera var mycket stora och hade även en del brus. Med detta gjordes valet att använda Ramberg Osgood uttrycket samt det data-genererade 4PL uttrycket för att skapa matematiskt beräknade testdata för att minska mängden datapunkter samt ta bort bruset. Med de nya datafilerna blev kalibreringstiden av materialmodellen mycket mindre och det kunde användas för att skapa en “virtual twin” av dragprovsanordningen. Resultatet från simuleringarna av den virtuella dragprovsbiten visar på att modellen fångar den korta tidsaspeketen väldigt bra. För det långa tisperspektivet fungerade modellen men med lite större stress relaxation jämfört med de fysiska experimenten.

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