LEADER 05651nam 2200757 450 001 9910827701603321 005 20230125183127.0 010 $a1-60650-385-5 024 7 $z10.5643/9781606503850 035 $a(CKB)3710000000329619 035 $a(EBL)1911813 035 $a(SSID)ssj0001537121 035 $a(PQKBManifestationID)11887023 035 $a(PQKBTitleCode)TC0001537121 035 $a(PQKBWorkID)11511269 035 $a(PQKB)10765960 035 $a(OCoLC)900732838 035 $a(CaBNvSL)swl00404627 035 $a(MiAaPQ)EBC1911813 035 $a(Au-PeEL)EBL1911813 035 $a(CaPaEBR)ebr11007944 035 $a(CaONFJC)MIL688140 035 $a(OCoLC)901700952 035 $a(EXLCZ)993710000000329619 100 $a20190123d2015 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aFlexible test automation $ea software framework for easily developing measurement applications /$fPasquale Arpaia, Ernesto De Matteis, and Vitaliano Inglese 210 1$aNew York :$cMomentum Press,$d[2015] 210 4$dİ2015 215 $a1 online resource (326 p.) 225 1 $aIndustrial, systems, and innovation engineering collection 300 $aDescription based upon print version of record. 311 $a1-60650-383-9 320 $aIncludes bibliographical references and index. 327 $aPart I. Background -- 1. Software for measurement applications -- 1.1 Overview -- 1.2 Basics -- 1.3 Main market solutions -- 1.4 Research: state of the art -- References -- 327 $a2. Software frameworks for measurement applications -- 2.1 Overview -- 2.2 General concepts -- 2.3 Why a framework for measurements? -- 2.4 Domain specific languages -- 2.5 Requirements of a framework for measurement applications -- References -- 327 $a3. Object- and aspect-oriented programming for measurement applications -- 3.1 Overview -- 3.2 Object-oriented programming -- 3.3 Aspect-oriented programming -- References -- 327 $aPart II. Methodology -- 4. A flexible software framework for measurement applications -- 4.1 Overview -- 4.2 Framework paradigm -- 4.3 Fault detector -- 4.4 Synchronizer -- 4.5 Measurement-domain specific language -- 4.6 Advanced generator of user interfaces -- References -- 327 $a5. Quality assessment of measurement software -- 5.1 Overview -- 5.2 Software quality -- 5.3 The standard ISO 9126 -- 5.4 Quality pyramid -- 5.5 Measuring flexibility -- References -- 327 $aPart III. Case study -- 6. The flexible framework for magnetic measurements at CERN -- 6.1 Overview -- 6.2 Methods for magnetic field measurements -- 6.3 Automatic systems for magnetic measurements -- 6.4 Software for magnetic measurements at CERN -- 6.5 Flexibility requirements for magnetic measurement automation -- 6.6 The framework FFMM -- References -- 327 $a7. Implementation -- 7.1 Overview -- 7.2 Base service layer -- 7.3 Core service layer -- 7.4 Measurement service layer -- 7.5 User service layer -- 7.6 Software quality assessment -- References -- 327 $a8. Framework component validation -- 8.1 Overview -- 8.2 Fault detector -- 8.3 Synchronizer -- 8.4 Domain specific language -- 8.5 Advanced user interfaces generator -- References -- 327 $a9. Framework validation on LHC-related applications -- 9.1 Overview -- 9.2 On-field functional tests -- 9.3 Flexibility experimental tests -- 9.4 Discussion -- References -- Index. 330 3 $aIn laboratory management of an industrial test division, a test laboratory, or a research center, one of the main activities is producing suitable software for automatic benches by satisfying a given set of requirements. This activity is particularly costly and burdensome when test requirements are variable over time. If the batches of objects under test have small size and frequent occurrence, the activity of measurement automation becomes predominating with respect to the execution. In this book, the development of a software framework is shown to be as a useful solution to satisfy this exigency. The framework supports the user in producing measurement applications for a wide range of requirements with low effort and development time. Furthermore, the software quality, in terms of flexibility, usability, and maintainability, is maximized. After a background on software for measurement automation and the related programming techniques, the structure and the main components of a software framework for measurement applications are illustrated. Their design and implementation are highlighted by referring to a practical application: the Flexible Framework for Magnetic Measurements (FFMM) at the European Organization for Nuclear Research (CERN). Finally, an experimental approach to the software flexibility assessment of measurement frameworks is presented by highlighting its application to FFMM. 410 0$aIndustrial, systems, and innovation engineering collection. 606 $aTesting laboratories$xAutomation 606 $aPhysical measurements$xAutomation 606 $aMagnetic measurements$xAutomation 615 0$aTesting laboratories$xAutomation. 615 0$aPhysical measurements$xAutomation. 615 0$aMagnetic measurements$xAutomation. 676 $a602.87 700 $aArpaia$b P$g(Pasquale),$01263615 702 $aDe Matteis$b Ernesto 702 $aInglese$b Vitaliano 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910827701603321 996 $aFlexible test automation$93972844 997 $aUNINA LEADER 04963nam 2201237z- 450 001 9910557351403321 005 20220111 035 $a(CKB)5400000000042376 035 $a(oapen)https://directory.doabooks.org/handle/20.500.12854/76496 035 $a(oapen)doab76496 035 $a(EXLCZ)995400000000042376 100 $a20202201d2021 |y 0 101 0 $aeng 135 $aurmn|---annan 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 00$aAdvances in Structural Mechanics Modeled with FEM 210 $aBasel, Switzerland$cMDPI - Multidisciplinary Digital Publishing Institute$d2021 215 $a1 online resource (266 p.) 311 08$a3-0365-0990-9 311 08$a3-0365-0991-7 330 $aIt is well known that many structural and physical problems cannot be solved by analytical approaches. These problems require the development of numerical methods to get approximate but accurate solutions. The minite element method (FEM) represents one of the most typical methodologies that can be used to achieve this aim, due to its simple implementation, easy adaptability, and very good accuracy. For these reasons, the FEM is a widespread technique which is employed in many engineering fields, such as civil, mechanical, and aerospace engineering. The large-scale deployment of powerful computers and the consequent recent improvement of the computational resources have provided the tools to develop numerical approaches that are able to solve more complex structural systems characterized by peculiar mechanical configurations. Laminated or multi-phase composites, structures made of innovative materials, and nanostructures are just some examples of applications that are commonly and accurately solved by the FEM. Analogously, the same numerical approaches can be employed to validate the results of experimental tests. The main aim of this Special Issue is to collect numerical investigations focused on the use of the finite element method 606 $aResearch & information: general$2bicssc 606 $aTechnology: general issues$2bicssc 610 $a3D elasticity 610 $aacoustic black holes 610 $aacoustic-oriented design 610 $aadditive manufacturing 610 $abeam element 610 $abond-slip 610 $abowing 610 $acarbon nanotubes 610 $acoalbed methane 610 $acohesive zone model 610 $acompactness index 610 $acomposite 610 $aconvergence 610 $acrack band 610 $adual-porosity and dual-permeability media 610 $aeffective stiffness matrix 610 $aElastica 610 $aEulerian slenderness 610 $aFEM 610 $aFGM 610 $afinite bending 610 $afinite element 610 $afinite element analysis 610 $afinite element method 610 $aFinite Element modeling 610 $aFinite elements 610 $aflexural behavior 610 $afracture geometric parameters 610 $afree vibrations 610 $aFRP 610 $afunctionally graded beam 610 $ageometric nonlinearity 610 $ahollow circular beams 610 $aimpact loading 610 $aimplementation 610 $amachine tool 610 $amasonry 610 $amaterial parameter identification 610 $amaterial-oriented shape functions 610 $amesh sensitivity 610 $amodel order reduction 610 $aMonte Carlo method 610 $amultibody system 610 $an/a 610 $aNURBS 610 $aorthotropic failure criteria 610 $aplasticity 610 $aplate 610 $apost-peak softening 610 $apultruded beams 610 $aQuasi-3D 610 $arate-dependent 610 $areinforced concrete 610 $arigid finite element method 610 $asandwich plates 610 $aSearle parameter 610 $asoda-lime glass 610 $astatic bending 610 $asteel-polymer concrete 610 $astochastic fracture network 610 $astrain localization 610 $athermoelasticity 610 $athree-phase composite materials 610 $atransient heat flux 610 $avibroacoustics 610 $aviscoplastic regularization 610 $azig-zag theory 615 7$aResearch & information: general 615 7$aTechnology: general issues 700 $aTarantino$b Angelo Marcello$4edt$0875244 702 $aMajorana$b Carmelo$4edt 702 $aLuciano$b Raimondo$4edt 702 $aBacciocchi$b Michele$4edt 702 $aTarantino$b Angelo Marcello$4oth 702 $aMajorana$b Carmelo$4oth 702 $aLuciano$b Raimondo$4oth 702 $aBacciocchi$b Michele$4oth 906 $aBOOK 912 $a9910557351403321 996 $aAdvances in Structural Mechanics Modeled with FEM$93021922 997 $aUNINA