30 research outputs found
Utjecaj direktnih pogona na strukturu pogonskih mehanizama
Napredak tehnologije, s primjenom u gradnji pogonskih motora i sustava upravljanja, omoguÄava danas velike promjene u oblikovanju pogonskih mehanizama tehniÄkih sustava. Neposredno povezivanje pogonskog motora i radnog Älana mehanizma, bez mehaniÄkog prijenosnika kao posrednika, stoljetni je san vizionara u strojarstvu. U radu su istražene moguÄe izvedbe direktnih pogona i njihov utjecaj na opÄi oblik pogonskih mehanizama tehniÄkih sustava. Predloženim oblikovanjem visokomomentnog motora željela se pronaÄi univerzalna izvedba sa Å”irim spektrom primjene u pogonskim mehanizmima. Provedena su istraživanja troÅ”kova u razvoju direktnih pogona, te su predložene smjernice za sniženja tih troÅ”kova. RaÅ”Älambom strukture direktnog pogona postavljeni su principi oblikovanja pojedinih parcijalnih funkcija i definiran njihov utjecaj na sustav pogonskog mehanizma. Sintezom tehniÄke funkcije, strukture i veze s okolinom utvrÄena je metoda preciznog definiranja pogona za odreÄene namjene u tehniÄkim sustavima. Pored istraženih i predloženih struktura pogonskih mehanizama s direktnim pogonom, u okviru rada je razvijen direktni pogon eksperimentalnog vozila, ugraÄen u pogonski kotaÄ standardnih dimenzija. Na direktnom pogonu eksperimentalnog vozila provedeni su eksperimenti s kontrolnim mjerenjima, a dobiveni rezultati potvrdili su njegovu primjenjivost i brojne visoke pogonske performanse (visoki moment vrtnje u Å”irokom rasponu brzina, brzi odziv, zadovoljavajuÄu valovitost momenta vrtnje) takvih pogona u odnosu na klasiÄne pogonske sustave. Istraživanjem znaÄajki novog pogonskog sustava s direktnim pogonom postavljeni su kriteriji, mjerila i pravila oblikovanja tog sustava, Äime je stvorena i neophodna baza znanja za kreiranje tog sustava
Metodologija izraÄuna otpora u zavoju vlaka u ovisnosti od mase i brzine
A methodology for determining curving resistances of track vehicles is
proposed. The methodology is aimed to gain insight into influence of the
arrangement of masses along the train and the train speed on the curving
resistance based on test results conducted by using a scaled down train. The
utilized scaled down train is a HO scale line freight train in ratio of 1:87
consisting of a EMD SD 35 locomotive and FALNS 121 freight wagons.
The considered variants of the train arrangements are as follows: empty
train (PPPPPP), one loaded wagon in the front/in the end (TPPPPP and
PPPPPT) and two loaded wagons in the front/in the end (TTPPPP and
PPPPTT). The total train curving resistance WR is determined based on
the decrease of the train steady-state curving speed vR when compared to
the train steady-state speed on the straight track vā under same operating
conditions. The curving resistance of a train of arbitrary arrangement is
calculated as the difference between the train driving force when driving
on a straight, horizontal track FV (constant resistance WS) and the total
resistance when curving WU (driving force FV in curve). The constant
resistances of the locomotive and empty and loaded wagons are determined
by application of the gravitational method.Metodologija izraÄuna otpora u zavoju traÄniÄkih vozila osmiÅ”ljena je
za izvoÄenje eksperimenta na umanjenom modelu teretnog vlaka u HO
standardu 1:87, lokomotiva EMD SD 35 i vagoni FALNS 121. Formirani
model služi za istraživanje utjecaja vrijednosti i rasporeda mase tereta
unutar sastava voza, te brzine gibanja na vrijednost otpora u zavoju.
Gravitacijskom metodom se odreÄuju stalni otpori (otpori u ravnini)
lokomotive, praznog i natovarenog vagona. Razmatrane kombinacije
sastava vlaka su: prazan vlak (PPPPPP), jedan natovaren vagon napred
nazad (TPPPPP i PPPPPT) i dva natovarena vagona napred nazad
(TTPPPP i PPPPTT). Otpor u zavoju cijelog vlaka WR dobije se na osnovu
smanjenja brzine gibanja vlaka u zavoju vR prema brzini gibanja vlaka na
pravcu vā pri istim referentnim uvjetima. Otpor u zavoju WR izraÄunava
se kao razlika vuÄne sile vlaka na pravcu FV (stalnog otpora WS) i ukupnog
otpora cijelog vlaka WU (vuÄna sila FV u zavoju) pri gibanju u zavoju za
svaku odabranu kombinaciju sastava vlaka
Projektiranje sustava regulacije vertikalne sile tribometra s uzorkom na disku ukljuÄujuÄi aktivno i pasivno priguÅ”enje vertikalnih vibracija
This paper presents the design of a computer-controlled pin-on-disk tribometer for friction characterization of various friction sliding pairs. The tribometer setup comprises two high-bandwidth servomotors for the control of the rotating disk and the normal load-related spindle drive, as well as a high-precision tri-axial piezoelectric force sensor for normal and tangential forces measurement. Since the spindle drive system is characterized by notable compliance effects, the normal force cascade control system is designed with the aim of vertical vibrations active damping. In order to compensate for the unevenness of the rotating disk surface and associated high-level perturbations in the specimen normal force, the normal force control system is extended with a feedforward compensator of the disk unevenness disturbance, and a dedicated leaf spring suspension system is designed. The effectiveness of the proposed system of vertical vibrations damping is verified experimentally.U Älanku je prikazan dizajn raÄunalom upravljanog tribometra s uzorkom na disku za karakterizaciju razliÄitih kliznih parova. Postav tribometra sadrži dva elektriÄna servomotora visokih dinamiÄkih performansi koji se koriste za regulaciju rotacijskog diska i navojnog vretena za generiranje normalne sile, te tro-osni piezoelektriÄni senzor za mjerenje normalne i tangencijalne sile. Kako je pogon navojnog vretena karakteriziran znaÄajnom elastiÄnoÅ”Äu, kaskadni sustav regulacije sile je projektiran s ciljem aktivnog priguÅ”enja vertikalnih vibracija. U svrhu kompenzacije znaÄajnih neravnina povrÅ”ine rotacijskog diska i s njima povezanih velikih amplituda perturbacija normalne sile na uzorak, sustav regulacije normalne sile proÅ”iruje se unaprijednim kompenzatorom poremeÄaja uslijed neravnina povrÅ”ine diska, te za tu svrhu namijenjenim sustavom ovjesa s lisnatim oprugama. UÄinkovitost predloženog sustava za priguÅ”enje vertikalnih vibracija provjerena je eksperimentalnim putem
The golden ratio in probablistic and artificial intelligence
Problem linijskog odsjeÄka utemeljenog na omjeru zlatnog reza Ļ = 1,618033 ima analogiju u vjerojatnosti. RjeÅ”enje elementarne eksponencijalne raspodjele, posebice istiÄe vrijednost 2lnĻ. Ova vrijednost takoÄer ima kljuÄnu ulogu u odnosu Rikatijevih hiperboliÄnih funkcija s FibonaÄijevim i Lukasovim brojevima u kontinuiranom podruÄju. Time se uspostavlja bliska veza izmeÄu konstanti e i Ļ. Izvedena su dva nova teorema o konvergenciji konstanti Ļ i e . Broj e je temelj Markovskih procesa, koji su naÅ”li primjenu u teoriji vjerojatnosni i umjetne inteligencije. Omjer konstanti e i Ļ, kao i mnogi drugi prirodni fenomeni na temelju zlatnog reza, istiÄu potrebu za proÅ”irenjem podruÄja vjerojatnosni i umjetne inteligencije.The problem of the line section based on the golden ratio Ļ = 1,618033 has the analogy in probability. The solution of the elementary exponential distribution relies on the value 2lnĻ in particular. This value also plays a key role to Riccati hyperbolic functions with Fibonacci and Lucas numbers in continuous domain. This establishes a close relationship between the constants e and Ļ. Two new theorems on the convergence between the constants Ļ and e were derived. The number e is the foundation of Markov processes, which find applications in probabilistic and artificial intelligence theory. The ratio between the constants Ļ and e, as well as many other natural phenomena based on the golden ratio, highlight the need to expand the field of probabilistic and artificial intelligence
A Comparison of Welded Structure Cost Calculation Methods
With the increase in material and labour costs, the optimization of welded steel structures is gradually becoming a necessity. Precise cost calculation methods are a prerequisite for the optimization process; they enable the designers to differentiate between product variations and select the best one. However, while the calculation of the material cost is simple, the calculation of fabrication costs, which include the costs of cutting, handling, welding, and surface preparation, is harder to define. Thus, in this paper, two available cost calculation methods are compared by observing two specific welded structures: a welded I beam and a gearbox housing. Both the total and the partial costs were compared. Based on the results, it was concluded that the methods are in agreement considering the total cost values and that both methods can differentiate between the design variations comparably. On the other hand, partial costs of process segments differed, mostly due to variations in the pre-defined scope of each process (e.g., one method included handling in the material costs, while the other included it in the welding costs)
Mathematical identification of influential parameters on the elastic buckling of variable geometry plate
The problem of elastic stability of plates with square, rectangular, and circular holes as well as slotted holes was discussed. The existence of the hole reduces the deformation energy of the plate and it affects the redistribution of stress flow in comparison to a uniform plate which causes a change of the external operation of compressive forces. The distribution of compressive force is defined as the approximate model of plane state of stress. The significant parameters of elastic stability compared to the uniform plate, including the dominant role of the shape, size, and orientation of the hole were identified. Comparative analysis of the shape of the hole was carried out on the data from the literature, which are based on different approaches and methods. Qualitative and quantitative accordance of the results has been found out and it verifies exposed methodology as applicable in the study of the phenomenon of elastic stability. Sensitivity factor is defined that is proportional to the reciprocal value of the buckling coefficient and it is a measure of sensitivity of plate to the existence of the hole. Mechanism of loss of stability is interpreted through the absorption of the external operation, induced by the shape of the hole
Integrating enterprise project portfolio management with the balanced scorecard: a case from the pharmaceutical industry
Enetrprise Project Portfolio Management (EPPM) ima kljuÄnu ulogu u poboljÅ”anju uspjeÅ”nosti upravljanja projektima tvrtke,.UnatoÄ njegovoj vrijednosti, EPPM je do sada bilo teÅ”ko povezati sa modelima za mjerenje rezultata izvrÅ”enjem,kao Å”to je npr. Balanced Scorecard (BSC). Stoga je glavni cilj ovog rada bio razviti jedinstven EPPM - BSC model, kako na starteÅ”koj, tako i na projektnoj razini.Model je testiran na sluÄaju iz farmaceutske industrije, gdje se pokazao vrlo uspjeÅ”nim.Za razliku od prijaÅ”njih istraživanja,ovaj rad dokazuje kako BSC i EPPM mogu uspjeÅ”no funkcionirati zajedno. Nadalje, njihova sinergija dovodi do kaskade ciljeva sa strateÅ”ke na projektnu razinu te tako omoguÄuje projetknim menadžerima razvoj kljuÄnih pokazatelja izvrÅ”enja, koji direktno ocrtavaju ispunjenje poslovne strategije.Ovaj rad je posebno koristan za tvrtke, koje su fazi razvoja vlastitog sustava upravljanja uÄinkom, jer ovaj Älanak pokazuje testiranje modela na primjeru stvarne farmaceutske kompanije. Ipak, potrebna su daljnja istraživanja, posebice u podruÄju odabira kljuÄnih pokazatelje izvrÅ”enja unutar perspektiva BSC-a.Enterprise Project Portfolio Management systems (EPPM) play a critical role in obtaining organizational success and are far more than just IT projects. Despite their popularity, EPPMs have seemed to fail when trying to work together with performance management systems, e.g. the Balanced Scorecard (BSC). Therefore, the aim of this study was to develop an EPPM-BSC model at both the strategic and project level. We tested the model on a case from the pharmaceutical industry and found it to be successful. Contrary to past studies, these results show that BSC, when integrated with EPPM, can be successfully cascaded from the strategic level on to the project level and thus enable managers in developing their own project scorecards. This paper is especially useful to companies who are in pursuit of developing their own performance management systems. Still, further research is needed, especially in finding a suitable model for KPI selection
Metodologija izraÄuna otpora u zavoju vlaka u ovisnosti od mase i brzine
A methodology for determining curving resistances of track vehicles is
proposed. The methodology is aimed to gain insight into influence of the
arrangement of masses along the train and the train speed on the curving
resistance based on test results conducted by using a scaled down train. The
utilized scaled down train is a HO scale line freight train in ratio of 1:87
consisting of a EMD SD 35 locomotive and FALNS 121 freight wagons.
The considered variants of the train arrangements are as follows: empty
train (PPPPPP), one loaded wagon in the front/in the end (TPPPPP and
PPPPPT) and two loaded wagons in the front/in the end (TTPPPP and
PPPPTT). The total train curving resistance WR is determined based on
the decrease of the train steady-state curving speed vR when compared to
the train steady-state speed on the straight track vā under same operating
conditions. The curving resistance of a train of arbitrary arrangement is
calculated as the difference between the train driving force when driving
on a straight, horizontal track FV (constant resistance WS) and the total
resistance when curving WU (driving force FV in curve). The constant
resistances of the locomotive and empty and loaded wagons are determined
by application of the gravitational method.Metodologija izraÄuna otpora u zavoju traÄniÄkih vozila osmiÅ”ljena je
za izvoÄenje eksperimenta na umanjenom modelu teretnog vlaka u HO
standardu 1:87, lokomotiva EMD SD 35 i vagoni FALNS 121. Formirani
model služi za istraživanje utjecaja vrijednosti i rasporeda mase tereta
unutar sastava voza, te brzine gibanja na vrijednost otpora u zavoju.
Gravitacijskom metodom se odreÄuju stalni otpori (otpori u ravnini)
lokomotive, praznog i natovarenog vagona. Razmatrane kombinacije
sastava vlaka su: prazan vlak (PPPPPP), jedan natovaren vagon napred
nazad (TPPPPP i PPPPPT) i dva natovarena vagona napred nazad
(TTPPPP i PPPPTT). Otpor u zavoju cijelog vlaka WR dobije se na osnovu
smanjenja brzine gibanja vlaka u zavoju vR prema brzini gibanja vlaka na
pravcu vā pri istim referentnim uvjetima. Otpor u zavoju WR izraÄunava
se kao razlika vuÄne sile vlaka na pravcu FV (stalnog otpora WS) i ukupnog
otpora cijelog vlaka WU (vuÄna sila FV u zavoju) pri gibanju u zavoju za
svaku odabranu kombinaciju sastava vlaka
Direct drive lifts
U radu se opisuju dizala s direktnim pogonom polazeÄi od Äinjenice da su kod njih pogonski mehanizmi zasebni tehniÄki sustavi unutar graÄevine. Prikazane su strukture pogonskih mehanizama kod kojih se zahtijeva: mali prostor, beÅ”uman rad, programska upravljivost, uz veoma visoku pogonsku pouzdanost i sigurnost. Opisani su visokomomentni motori koji svojim visokim tehniÄkim karakteristikama omoguÄuju ispunjenje traženih zahtjeva. Istaknute su prednosti primjene opisanih sustava.Direct drive lifts are presented and an emphasis is placed on the fact that their driving mechanisms are separate technical systems within a facility/building. The authors present the structure of driving mechanisms which require a small amount of space, operate without any noise, can be programmed, and present a high level of operating reliability and safety. High torque engines, capable of fulfilling stringent requirements because of their advanced technical properties, are described. Advantages of the described systems are presented
Zlatni rez u vjerojatnosti i umjetnoj inteligenciji
Problem linijskog odsjeÄka utemeljenog na omjeru zlatnog reza Ļ = 1,618033 ima analogiju u vjerojatnosti. RjeÅ”enje elementarne eksponencijalne raspodjele, posebice istiÄe vrijednost 2lnĻ. Ova vrijednost takoÄer ima kljuÄnu ulogu u odnosu Rikatijevih hiperboliÄnih funkcija s FibonaÄijevim i Lukasovim brojevima u kontinuiranom podruÄju. Time se uspostavlja bliska veza izmeÄu konstanti e i Ļ. Izvedena su dva nova teorema o konvergenciji konstanti Ļ i e . Broj e je temelj Markovskih procesa, koji su naÅ”li primjenu u teoriji vjerojatnosni i umjetne inteligencije. Omjer konstanti e i Ļ, kao i mnogi drugi prirodni fenomeni na temelju zlatnog reza, istiÄu potrebu za proÅ”irenjem podruÄja vjerojatnosni i umjetne inteligencije