Squaraine mit ausgedehnter Konjugation

Squaraine mit ausgedehnter Konjugation: Die vorliegende Arbeit ist in zwei Teilbereiche gegliedert, wobei der erste Teil die Synthese und Eigenschaftsuntersuchung symmetrischer und unsymmetrischer, stilbenoider Squaraine mit ausgedehnter Konjugation (DAD-Systeme) betrifft. Im zweiten Teil der Arbeit werden als Modellverbindungen für diese Squaraine Oligo(phenylenvinylen)e (OPVs) mit terminaler Donor-Acceptor-Substitution hergestellt.Es wurden drei unterschiedliche Klassen von konjugationsverlängerten Squarainen synthetisiert: unsymmetrische und symmetrische Monosquaraine sowie Oligosquaraine mit zwei, drei oder vier quarylium-Einheiten. Um eine bessere Löslichkeit zu gewährleisten, tragen die meisten Verbindungen voluminöse, flexible Bis(2-hexyloctyl)amino-Reste. Teilweise konnte die Löslichkeit auch durch zusätzliche Hexylseitenketten noch weiter verbessert werden. Der Aufbau der stilbenoiden Resorcine, die zur Synthese der entsprechenden Squaraine benötigt werden, erfolgte fast ausschließlich über die Wittig-Horner-Reaktion. Die 3,5-Dihydroxysubstitution erhöht die Nucleophilie in der 4-Position, so daß sich die stilbenoiden Resorcine in guten Ausbeuten mit Quadratsäure oder mit einer Semiquadratsäure zu den gewünschten Squarainen kondensieren ließen. Die Herstellung der Donor-Acceptor-substituierten OPVs erfolgte nach einer konvergenten Synthesestrategie, bei der auf eine repetitive Wittig-Horner-Reaktion und eine einfache Schutzgruppentechnik zurückgegriffen wurde. Als Acceptorgruppen dienten Formyl-, Cyano- und Nitrosubstituenten, als Donorgruppe wurden Bis(2-Hexyloctyl)amino-Reste eingesetzt. Die igenschaftsuntersuchungen an den konjugierten Oligomeren konnten zur Aufklärung des ungewöhnlichen spektroskopischen Verhaltens der Squaraine beitragen. Es wurde ein athematischer Ansatz entwickelt, der das Absorptionsverhalten D-A-substituierter Oligo(phenylenvinylen)e exakt beschreiben kann. Semiempirische Rechnungen und elektrooptische bsorptionsmessungen an diesen Verbindungen bestätigten die experimentell gefundenen Trends.

1,2-Additionen deprotonierter Alpha-Aminonitrile: Umgepolte Imine als vielseitige Synthesebausteine

Von aromatischen Aldehyden abgeleitete α-Aminonitrile können ohne die Anwendung von Schutzgruppen in α-Position deprotoniert werden, wenn keine lithiumhaltigen Basen verwendet werden. Ziel der vorliegenden Arbeit war es, die Reaktionen deprotonierter α-Aminonitrile mit Elektrophilen zu untersuchen. Die Addition von α-Aminocarbanionen an Imine führt unter intramolekularer Eliminierung von HCN zu Endiaminen, die sich in einer Eintopfsynthese abhängig von der Aufarbeitung in 1,2-Diamine oder 1,2-Diimine umwandeln lassen. Die nach Oxidation durch Luftsauerstoff erhaltenen Diimine können mit dem Reduktionsmittel BH3·THF diastereoselektiv reduziert werden. Es hat sich hier gezeigt, dass durch Zugabe einer katalytischen Menge an NaBH4 hauptsächlich die syn-Diamine erhalten werden, der Zusatz von Phthalsäure wiederum liefert bevorzugt die anti-Produkte. In beiden Fällen wird das Produkt in quantitativer Ausbeute erhalten. So konnte also eine effektive diastereoselektive Reduktionsmethode entwickelt werden, die eine freie Wahl der syn- oder anti-Konfiguration ermöglicht. Um enantiomerenreine 1,2-Diamine zu erhalten, wurden verschiedene Methoden getestet. Sowohl auxiliargesteuerte Synthesen mit einem N-Glycosyl-Aminonitril oder mit chiralen Sulfinyliminen als auch die Reduktion durch chirale Borverbindungen (CBS-Katalysatoren, Triacyloxyborhydrid oder Diisopinocamphenylboran), Transferhydrierungen mit chiralen Difluortitanocen-, Noyori- oder Organophosphat-Katalysatoren sowie enantioselektive Hydrierungen mit chiralen Übergangsmetall-katalysatoren waren jedoch nicht erfolgreich. Die Umsetzung der 1,2-Diimine mit Chlormethylethern oder -estern liefert die entsprechenden unsymmetrischen Imidazoliumsalze. Diese konnten zu N-heterocyclischen Carbenen deprotoniert und erfolgreich als Liganden in Suzuki- und Heck-Reaktionen eingesetzt werden. Durch die 1,2-Addition α-deprotonierter Streckerprodukte und anschließende Reduktion im Eintopfverfahren konnten 1,2-Aminoalkohole in mäßigen bis guten Ausbeuten dargestellt werden. Die Umsetzung von α-Aminocarbanionen mit N-Acyliminen erlaubt zudem die Synthese tetrasubstituierter Imidazole und trisubstituierter Oxazole in drei beziehungsweise vier Stufen: Die zunächst gebildeten α-Amino-α-acylaminopropionitrile können isoliert und in Gegenwart von Base einer Retro-Strecker-Reaktion unterworfen werden. Abhängig vom Substitutionsmuster schließt sich in manchen Fällen nach der Eliminierung von HCN direkt die Cyclisierung zum Imidazol an. Nicht cyclisierte Intermediate lassen sich durch Dehydratisierung mit PCl5 zu Imidazolen umsetzen, aber auch unter sauren Bedingungen zu α-Acylaminoketonen hydrolysieren, welche wiederum durch Einwirkung von PCl5 in Oxazole überführt werden können. Auf diese Weise wurden Imidazole und Oxazole in moderaten bis hohen Gesamtausbeuten hergestellt.

Nonlinear seismic behaviour of concrete arch bridges

Arch bridge structural solution has been known for centuries, in fact the simple nature of arch that require low tension and shear strength was an advantage as the simple materials like stone and brick were the only option back in ancient centuries. By the pass of time especially after industrial revolution, the new materials were adopted in construction of arch bridges to reach longer spans. Nowadays one long span arch bridge is made of steel, concrete or combination of these two as "CFST", as the result of using these high strength materials, very long spans can be achieved. The current record for longest arch belongs to Chaotianmen bridge over Yangtze river in China with 552 meters span made of steel and the longest reinforced concrete type is Wanxian bridge which also cross the Yangtze river through a 420 meters span. Today the designer is no longer limited by span length as long as arch bridge is the most applicable solution among other approaches, i.e. cable stayed and suspended bridges are more reasonable if very long span is desired. Like any super structure, the economical and architectural aspects in construction of a bridge is extremely important, in other words, as a narrower bridge has better appearance, it also require smaller volume of material which make the design more economical. Design of such bridge, beside the high strength materials, requires precise structural analysis approaches capable of integrating the combination of material behaviour and complex geometry of structure and various types of loads which may be applied to bridge during its service life. Depend on the design strategy, analysis may only evaluates the linear elastic behaviour of structure or consider the nonlinear properties as well. Although most of structures in the past were designed to act in their elastic range, the rapid increase in computational capacity allow us to consider different sources of nonlinearities in order to achieve a more realistic evaluations where the dynamic behaviour of bridge is important especially in seismic zones where large movements may occur or structure experience P - _ effect during the earthquake. The above mentioned type of analysis is computationally expensive and very time consuming. In recent years, several methods were proposed in order to resolve this problem. Discussion of recent developments on these methods and their application on long span concrete arch bridges is the main goal of this research. Accordingly available long span concrete arch bridges have been studied to gather the critical information about their geometrical aspects and properties of their materials. Based on concluded information, several concrete arch bridges were designed for further studies. The main span of these bridges range from 100 to 400 meters. The Structural analysis methods implemented in in this study are as following: Elastic Analysis: Direct Response History Analysis (DRHA): This method solves the direct equation of motion over time history of applied acceleration or imposed load in linear elastic range. Modal Response History Analysis (MRHA): Similar to DRHA, this method is also based on time history, but the equation of motion is simplified to single degree of freedom system and calculates the response of each mode independently. Performing this analysis require less time than DRHA. Modal Response Spectrum Analysis (MRSA): As it is obvious from its name, this method calculates the peak response of structure for each mode and combine them using modal combination rules based on the introduced spectra of ground motion. This method is expected to be fastest among Elastic analysis. Inelastic Analysis: Nonlinear Response History Analysis (NL-RHA): The most accurate strategy to address significant nonlinearities in structural dynamics is undoubtedly the nonlinear response history analysis which is similar to DRHA but extended to inelastic range by updating the stiffness matrix for every iteration. This onerous task, clearly increase the computational cost especially for unsymmetrical buildings that requires to be analyzed in a full 3D model for taking the torsional effects in to consideration. Modal Pushover Analysis (MPA): The Modal Pushover Analysis is basically the MRHA but extended to inelastic stage. After all, the MRHA cannot solve the system of dynamics because the resisting force fs(u; u_ ) is unknown for inelastic stage. The solution of MPA for this obstacle is using the previously recorded fs to evaluate system of dynamics. Extended Modal Pushover Analysis (EMPA): Expanded Modal pushover is a one of very recent proposed methods which evaluates response of structure under multi-directional excitation using the modal pushover analysis strategy. In one specific mode,the original pushover neglect the contribution of the directions different than characteristic one, this is reasonable in regular symmetric building but a structure with complex shape like long span arch bridges may go through strong modal coupling. This method intend to consider modal coupling while it take same time of computation as MPA. Coupled Nonlinear Static Pushover Analysis (CNSP): The EMPA includes the contribution of non-characteristic direction to the formal MPA procedure. However the static pushovers in EMPA are performed individually for every mode, accordingly the resulted values from different modes can be combined but this is only valid in elastic phase; as soon as any element in structure starts yielding the neutral axis of that section is no longer fixed for both response during the earthquake, meaning the longitudinal deflection unavoidably affect the transverse one or vice versa. To overcome this drawback, the CNSP suggests executing pushover analysis for governing modes of each direction at the same time. This strategy is estimated to be more accurate than MPA and EMPA, moreover the calculation time is reduced because only one pushover analysis is required. Regardless of the strategy, the accuracy of structural analysis is highly dependent on modelling and numerical integration approaches used in evaluation of each method. Therefore the widely used Finite Element Method is implemented in process of all analysis performed in this research. In order to address the study, chapter 2, starts with gathered information about constructed long span arch bridges, this chapter continuous with geometrical and material definition of new models. Chapter 3 provides the detailed information about structural analysis strategies; furthermore the step by step description of procedure of all methods is available in Appendix A. The document ends with the description of results and conclusion of chapter 4.

Platinum(II) olefin hydroarylation catalysts: tuning selectivity for the anti-Markovnikov product Tandem catalytic ester hydrogenation and deoxygenation of polyethylene terephthalate

Thesis (Master's)--University of Washington, 2016-06

An analysis of the effect of process parameters on the formability of sheet metal

This investigation is in two parts, theory and experimental verification. (1) Theoretical Study In this study it is, for obvious reasons, necessary to analyse the concept of formability first. For the purpose of the present investigation it is sufficient to define the four aspects of formability as follows: (a) the formability of the material at a critical section, (b) the formability of the material in general, (c) process efficiency, (d) proportional increase in surface area. A method of quantitative assessment is proposed for each of the four aspects of formability. The theoretical study also includes the distinction between coaxial and non-coaxial strains which occur, respectively, in axisymmetrical and unsymmetrical forming processes and the inadequacy of the circular grid system for the assessment of formability is explained in the light of this distinction. (2) Experimental Study As one of the bases of the experimental work, the determination of the end point of a forming process, which sets the limit to the formability of the work material, is discussed. The effects of three process parameters on draw-in are shown graphically. Then the delay of fracture in sheet metal forming resulting from draw-in is analysed in kinematical terms, namely, through the radial displacements, the radial and the circumferential strains, and the projected thickness of the workpiece. Through the equilibrium equation of the membrane stresses, the effect on the shape of the unsupported region of the workpiece, and hence the position of the critical section is explained. Then, the effect of draw-in on the four aspects of formability is discussed throughout this investigation. The triangular coordinate system is used to present and analyse the triaxial strains involved. This coordinate system has the advantage of showing all the three principal strains in a material simultaneously, as well as representing clearly the many types of strains involved in sheet metal work.