LEADER 00953nas 2200325-a 450 001 996335799203316 005 20170601073618.7 035 $a(OCoLC)8730938 035 $a(CKB)110978966561260 035 $a(CONSER)sn-82006536- 035 $a(MiAaPQ)646466 035 $a(EXLCZ)99110978966561260 100 $a19820830a191u9999 k-- a 101 0 $aeng 200 14$aThe Southern cross 210 $aSan Diego, Calif. $cSouthern Cross Pub. Co 311 $a0745-0257 531 $aSOUTHERN CROSS 606 $aCatholics$zCalifornia$zSan Diego$vNewspapers 606 $aCatholics$2fast$3(OCoLC)fst00849297 607 $aSan Diego (Calif.)$vNewspapers 607 $aCalifornia$zSan Diego$2fast 608 $aNewspapers.$2fast 615 0$aCatholics 615 7$aCatholics. 712 02$aCatholic Church.$bDiocese of San Diego. 906 $aJOURNAL 912 $a996335799203316 996 $aThe Southern cross$92302419 997 $aUNISA LEADER 01635nam 2200409Ka 450 001 9910702830803321 005 20091118152207.0 035 $a(CKB)4330000001861579 035 $a(OCoLC)466878327 035 $a(EXLCZ)994330000001861579 100 $a20091118d2009 ua 0 101 0 $aeng 135 $aurmn||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aHigh-solids enzymatic saccharification screening method for lignocellulosic biomass$b[electronic resource] /$fChristine M. Roche and Jonathan J. Stickel 210 1$a[Golden, Colo.] :$cNational Renewable Energy Laboratory,$d[2009?] 215 $a1 online resource (1 unnumbered page) $cillustrations 225 1 $aNREL/PO ;$v510-45751 300 $aTitle from title screen (viewed on November 6, 2009). 300 $a"31st Symposium on Biotechnology for Fuels and Chemicals, May 2-6, 2009 in San Francisco, CA." 320 $aIncludes bibliographical references. 517 $aHigh-Solids Enzymatic Saccharification Screening Method for Lignocellulosic Biomass 606 $aBiomass conversion$xResearch 606 $aEthanol as fuel$xResearch 615 0$aBiomass conversion$xResearch. 615 0$aEthanol as fuel$xResearch. 700 $aRoche$b Christine M$01403745 701 $aStickel$b Jonathan J$01403746 712 02$aNational Renewable Energy Laboratory (U.S.) 801 0$bGPO 801 1$bGPO 906 $aBOOK 912 $a9910702830803321 996 $aHigh-solids enzymatic saccharification screening method for lignocellulosic biomass$93476980 997 $aUNINA LEADER 01192nam0 22002771i 450 001 UON00007668 005 20231205101918.639 100 $a20020107d1992 |0itac50 ba 101 $aeng 102 $aUS 105 $a|||| 1|||| 200 1 $aBackground notes$fASEAN$gpublished by the United States Department of State, Bureau of Public Affairs, Office of Public Communication 210 $aWashington$cPeter Knecht$d1992 215 $a6 p.$d27 cm 620 $aUS$dWashington$3UONL000087 686 $aSEA VIII$cSUDEST ASIATICO - GEOGRAFIA E VIAGGI$2A 712 02$aASEAN$3UONV029049 712 02$aStati Uniti d'America$cWashington$bDepartment of State$bBureau of Public Affairs$bOffice of Public Communication$3UONV007779 712 $aKnecht$3UONV246894$4650 791 02$aAssociation of Southeast Asian Nations$zASEAN$3UONV029050 801 $aIT$bSOL$c20240220$gRICA 899 $aSIBA - SISTEMA BIBLIOTECARIO DI ATENEO$2UONSI 912 $aUON00007668 950 $aSIBA - SISTEMA BIBLIOTECARIO DI ATENEO$dSI MISC SEA VIII 001 $eSI SA 75210 7 001 996 $aBackground notes$91177140 997 $aUNIOR LEADER 03772nam 2200625Ia 450 001 9910437762903321 005 20200520144314.0 010 $a3-642-28463-9 024 7 $a10.1007/978-3-642-28463-2 035 $a(CKB)2670000000232614 035 $a(EBL)973093 035 $a(OCoLC)804664657 035 $a(SSID)ssj0000740730 035 $a(PQKBManifestationID)11930768 035 $a(PQKBTitleCode)TC0000740730 035 $a(PQKBWorkID)10700759 035 $a(PQKB)11711593 035 $a(DE-He213)978-3-642-28463-2 035 $a(MiAaPQ)EBC973093 035 $a(PPN)168312042 035 $a(EXLCZ)992670000000232614 100 $a20120904h20122013 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aContinuous and discontinuous modelling of fracture in concrete using FEM /$fJacek Tejchman and Jerzy Bobiski 205 $a1st ed. 210 $aBerlin ;$aNew York $cSpringer$d2012, c2013 215 $a1 online resource (416 p.) 225 0 $aSpringer series in geomechanics and geoengineering,$x1866-8763 300 $aDescription based upon print version of record. 311 $a3-642-43363-4 311 $a3-642-28462-0 320 $aIncludes bibliographical references. 327 $aIntroduction -- General -- Literature Overview -- Theoretical Models -- Discrete Lattice Model -- Epilogue. 330 $aThe book analyzes a quasi-static fracture process in concrete and reinforced concrete by means of constitutive models formulated within continuum mechanics. A continuous and discontinuous modelling approach was used. Using a continuous approach, numerical analyses were performed using a finite element method and three different enhanced continuum models: isotropic elasto-plastic, isotropic damage and anisotropic smeared crack one. The models were equipped with a characteristic length of micro-structure by means of a non-local and a second-gradient theory. So they could properly describe the formation of localized zones with a certain thickness and spacing and a related deterministic size effect. Using a discontinuous FE approach, numerical results of cracks using a cohesive crack model and XFEM were presented which were also properly regularized. Finite element analyses were performed with concrete elements under monotonic uniaxial compression, uniaxial tension, bending and shear-extension. Concrete beams under cyclic loading were also simulated using a coupled elasto-plastic-damage approach. Numerical simulations were performed at macro- and meso-level of concrete. A stochastic and deterministic size effect was carefully investigated. In the case of reinforced concrete specimens, FE calculations were carried out with bars, slender and short beams, columns, corbels and tanks. Tensile and shear failure mechanisms were studied. Numerical results were compared with results from corresponding own and known in the scientific literature laboratory and full-scale tests.    . 410 0$aSpringer Series in Geomechanics and Geoengineering,$x1866-8755 606 $aConcrete construction$xMathematical models 606 $aStructural analysis (Engineering)$xMathematical models 606 $aFinite element method 615 0$aConcrete construction$xMathematical models. 615 0$aStructural analysis (Engineering)$xMathematical models. 615 0$aFinite element method. 676 $a624.15136 700 $aTejchman$b Jacek$01064940 701 $aBobiski$b Jerzy$01763092 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910437762903321 996 $aContinuous and discontinuous modelling of fracture in concrete using FEM$94203349 997 $aUNINA