MARC Record from marc_columbia

LEADER: 05842mam a2200337 a 4500
001 3312019
005 20221020034911.0
008 020726r20022001nyua b 001 0 eng d
020 $a156032984X
035 $a(OCoLC)ocm50251173
035 $9AUV6212CU
035 $a3312019
040 $aTEF$cTEF$dOrLoB-B
050 4 $aTA645$b.B358 2002
100 1 $aBažant, Z. P.$0http://id.loc.gov/authorities/names/n83121655
245 10 $aScaling of structural strength /$cZdeněk P. Bažant.
260 $aNew York :$bTaylor & Francis,$c2002.
300 $axii, 280 pages :$billustrations ;$c25 cm
336 $atext$btxt$2rdacontent
337 $aunmediated$bn$2rdamedia
500 $aOriginally published: London : Penton, 2001.
504 $aIncludes bibliographical references (p. [231]-267) and indexes.
505 00 $g1.$tIntroduction.$g1.1.$tNature of Problem and Approach.$g1.2.$tClassical History.$g1.3.$tRecent Developments in Quasibrittle Materials.$g1.4.$tBasic Theories of Size Effect.$g1.5.$tPower Scaling in Absence of Characteristic Length.$g1.6.$tTransitional Size Effect Bridging Power Laws for Different Scales.$g1.7.$tDeductions from Dimensional Analysis.$g1.8.$tStability of Structures and Size Effect --$g2.$tAsymptotic Analysis of Size Effect.$g2.1.$tAsymptotic Analysis of Size Effect in Structures with Notches or Large Cracks.$g2.2.$tEnergetic Size Effect Law and Its Asymptotic Matching Character.$g2.3.$tSize Effect Law in Terms of LEFM Energy Release Function.$g2.4.$tUse of J-Integral for Asymptotic Scaling Analysis.$g2.5.$tIdentification of Fracture Parameters from Size Effect Tests.$g2.6.$tValidation by Fracture Test Data and Numerical Simulation.$g2.7.$tSize Effect for Crack Initiation via Energy Release.$g2.8.$tStress Redistribution Caused by Boundary Layer of Cracking.
505 80 $g2.9.$tStrain Gradient Effect on Failures at Crack Initiation.$g2.10.$tUniversal Size Effect Law.$g2.11.$tAsymptotic Scaling and Interaction Diagram for the Case of Several Loads.$g2.12.$tSize Effect on Approach to Zero Size --$g3.$tRandomness and Disorder.$g3.1.$tIs Weibull Statistical Theory Applicable to Quasibrittle Structures?$g3.2.$tNonlocal Probabilistic Theory of Size Effect.$g3.3.$tEnergetic-Statistical Formula for Size Effect for Failures at Crack Initiation.$g3.4.$tSize Effect Ensuing from J-Integral for Randomly Located Cracks.$g3.5.$tCould Fracture Fractality Be the Cause of Size Effect?$g3.6.$tCould Lacunar Fractality of Microcracks Be the Cause of Size Effect? --$g4.$tEnergetic Scaling for Sea Ice and Concrete Structures.$g4.1.$tScaling of Fracture of Floating Sea Ice Plates.$g4.2.$tSize Effect on Softening Inelastic Hinges in Beams and Plates.$g4.3.$tSize Effect in Beams and Frames Failing by Softening Hinges.$g4.4.$tSize Effect in Floating Ice Subjected to Line Load.
505 80 $g4.5.$tSteel-Concrete Composite Beams and Compound Size Effect.$g4.6.$tSize Effect Formulae for Concrete Design Codes.$g4.7.$tSize Effect Hidden in Excessive Dead Load Factor in Codes.$g4.8.$tNo-Tension Design of Concrete or Rock from the Size Effect Viewpoint --$g5.$tEnergetic Scaling of Compression Fracture and Further Applications to Concrete, Rock and Composites.$g5.1.$tPropagation of Damage Band Under Compression.$g5.2.$tSize Effect in Reinforced Concrete Columns.$g5.3.$tFracturing Truss (Strut-and-Tie) Model for Shear Failure of Reinforced Concrete.$g5.4.$tBreakout of Boreholes in Rock.$g5.5.$tAsymptotic Equivalent LEFM Analysis for Cracks with Residual Bridging Stress.$g5.6.$tApplication to Compression Kink Bands in Fiber Composites.$g5.7.$tEffect of Material Orthotropy --$g6.$tScaling via J-Integral, with Application to Kink Bands in Fiber Composites.$g6.1.$tJ-Integral Analysis of Size Effect on Kink Band Failures.$g6.2.$tJ-integral Calculations.$g6.3.$tCase of Long Kink Band.
505 80 $g6.4.$tFailure at the Start of Kink Band from a Notch or Stress-Free Crack.$g6.5.$tComparison with Size Effect Tests of Kink Band Failures --$g7.$tTime Dependence, Repeated Loads and Energy Absorption Capacity.$g7.1.$tInfluence of Loading Rate on Size Effect.$g7.2.$tSize Effect on Fatigue Crack Growth.$g7.3.$tWave Propagation and Effect of Viscosity.$g7.4.$tDuctility and Energy Absorption Capacity of Structures --$g8.$tComputational Approaches to Quasibrittle Fracture and Its Scaling.$g8.1.$tEigenvalue Analysis of Size Effect via Cohesive (Fictitious) Crack Model.$g8.2.$tMicroplane Model.$g8.3.$tSpectrum of Distributed Damage Models Capable of Reproducing Size Effect.$g8.4.$tSimple, Practical Approaches.$g8.5.$tNonlocal Concept and Its Physical Justification.$g8.6.$tPrevention of Spurious Localization of Damage.$g8.7.$tDiscrete Elements, Lattice and Random Particle Models --$g9.$tNew Asymptotic Scaling Analysis of Cohesive Crack Model and Smeared-Tip Method.$g9.1.$tLimitations of Cohesive Crack Model.
505 80 $g9.2.$tK-Version of Smeared-Tip Method for Cohesive Fracture.$g9.3.$tNonstandard Cohesive Crack Model Defined by a Fixed K-Profile.$g9.4.$tAsymptotic Scaling Analysis.$g9.5.$tSmall-Size Asymptotics of Cohesive Crack Model.$g9.6.$tNonlocal LEFM - A Simple Approach to Cohesive Fracture and Its Scaling.$g9.7.$tBroad-Range Size Effect Law and Its Dirichlet Series Expansion.$g9.8.$tSize Effect Law Anchored in Both Small and Large Size Asymptotics.$g9.9.$tRecapitulation --$g10.$tSize Effect at Continuum Limit on Approach to Atomic Lattice Scale.$g10.1.$tScaling of Dislocation Based Strain-Gradient Plasticity --$g11.$tFuture Perspectives.
650 0 $aStructural analysis (Engineering)$0http://id.loc.gov/authorities/subjects/sh85129216
650 0 $aStrength of materials.$0http://id.loc.gov/authorities/subjects/sh85128671
650 0 $aScaling laws (Statistical physics)$0http://id.loc.gov/authorities/subjects/sh88004950
852 00 $boff,eng$hTA645$i.B358 2002