Computational Modelling of Concrete Structures : (Record no. 312990)
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| 000 -LEADER | |
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| fixed length control field | 10970nam a22004693i 4500 |
| 001 - CONTROL NUMBER | |
| control field | EBC7244967 |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20240122001839.0 |
| 006 - FIXED-LENGTH DATA ELEMENTS--ADDITIONAL MATERIAL CHARACTERISTICS | |
| fixed length control field | m o d | |
| 007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION | |
| fixed length control field | cr cnu|||||||| |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 231124s2018 xx o ||||0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 9781351726757 |
| Qualifying information | (electronic bk.) |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| Canceled/invalid ISBN | 9781138741171 |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | (MiAaPQ)EBC7244967 |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | (Au-PeEL)EBL7244967 |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | (OCoLC)1378936145 |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | MiAaPQ |
| Language of cataloging | eng |
| Description conventions | rda |
| -- | pn |
| Transcribing agency | MiAaPQ |
| Modifying agency | MiAaPQ |
| 082 0# - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 624.18340113 |
| 100 1# - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Meschke, G�unther. |
| 245 10 - TITLE STATEMENT | |
| Title | Computational Modelling of Concrete Structures : |
| Remainder of title | Proceedings of the Conference on Computational Modelling of Concrete and Concrete Structures (EURO-C 2018), February 26 - March 1, 2018, Bad Hofgastein, Austria. |
| 250 ## - EDITION STATEMENT | |
| Edition statement | 1st ed. |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
| Place of production, publication, distribution, manufacture | Milton : |
| Name of producer, publisher, distributor, manufacturer | Taylor & Francis Group, |
| Date of production, publication, distribution, manufacture, or copyright notice | 2018. |
| 264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
| Date of production, publication, distribution, manufacture, or copyright notice | {copy}2018. |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 1 online resource (1048 pages) |
| 336 ## - CONTENT TYPE | |
| Content type term | text |
| Content type code | txt |
| Source | rdacontent |
| 337 ## - MEDIA TYPE | |
| Media type term | computer |
| Media type code | c |
| Source | rdamedia |
| 338 ## - CARRIER TYPE | |
| Carrier type term | online resource |
| Carrier type code | cr |
| Source | rdacarrier |
| 505 0# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | Cover -- Half Title -- Title Page -- Copyright Page -- Table of Contents -- Preface -- Plenary lectures -- Molecular dynamics-based structural mechanics of buildings' resilience -- Century-long durability of concrete structures: Expansiveness of hydration and chemo-mechanics of autogenous shrinkage and swelling -- Regularized continuum damage formulations acting as localization limiters -- Erection of bridges and shells without formwork-challenges for the computational modelling -- Network modelling of fracture processes in fibre-reinforced quasi-brittle materials -- New damage model to simulate ballistic impact on concrete targets -- Multiscale cement and concrete research: Experiments and modeling -- Fishnet model for failure probability of nacre-like imbricated lamellar materials and Monte Carlo verification -- Phase-field modeling of cement paste: Where particle physics meets continuum mechanics -- Towards a mesoscale model of geopolymers: Interaction potential from the molecular scale -- Nanoscale simulations of cement hydrates precipitation mechanisms: Impact on macroscopic self-desiccation and water sorption isotherms -- Atomistic modeling of early hydration of C3S -- Modeling the evolution of C3S-C3S grain interface over hydration time -- Fracture properties of cement hydrates determined from microbending tests and multiscale modeling -- Testing and modelling of micro cement paste cube under indentation splitting -- An adaptive concurrent two-scale FE model to predicting crack propagation in concrete -- Multi-scale modelling of the mechanics of concrete based on the cement paste properties -- Sensitivity estimation of cement paste properties in the microstructural characteristics -- Elastic-plastic multi scale approach for localization problems-the embedded unit cell. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | A continuum damage model for the simulation of concrete under cyclic loading -- From slender columns to branching structures -- Aging concrete: From very early ages to decades-long durability -- Assessing the flow characteristics of self-compacting concrete via numerical simulations of flow tests -- Mixing and extrusion of printing concrete -- Formulation, validation and application of a new shotcrete model -- Aging behavior of normal and high strength concretes -- A multiscale framework for the prediction of concrete self-desiccation -- Effect of drying on the mechanical performances of concrete -- Temperature and humidity-driven ageing of the VeRCoRs mock-up -- Reassessment of the very long term basic creep of concrete -- Interaction between damage and time-dependent deformation of mortar in concrete: 3D FE parametric study at meso-scale -- Prediction of air permeability in large RC structures using a stochastic FE THM modeling strategy -- Simplified modelling strategy for the thermos-mechanical analysis of massive reinforced structures at early age -- Multiscale quantification of thermal expansion of concrete and thermal stresses of concrete structures -- Translating environmentally-induced eigenstresses to risk of fracture for design of durable concrete pavements -- Simulation of permeable concrete to assess interrelationship between strength and permeability -- A coupled chemo-mechanical damage-healing model for cementitious materials -- Flow in fibrous composite materials: Numerical simulations -- Modeling water absorption in cement-based composites with SAP additions -- Full coupling between diffusion and mechanical analysis in a discrete computational framework -- Alternative parameter to characterize pore distribution in cement paste, and its relation to mechanical properties. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | Influence of air voids in multiphase modelling for service life prediction of partially saturated concrete -- Concrete frost damage due to cyclic environmental loading-experimental and numerical study -- Computational modeling of combined frost damage and alkali-silica reaction to the durability of RC bridge decks -- Multiscale modelling of ASR induced degradation in concrete -- Nonlinear coupling models of alkali-silica reaction and multi-directional cracked reinforced concrete -- Coupled C-M meso-scale model for ASR expansion in concrete -- Numerical strategies for the modelling of reinforced concrete structures affected by internal swelling in variable thermo-hydric conditions -- A finite element implementation of delayed ettringite formation in concrete structures -- Determination of critical anodic and cathodic areas in corrosion processes of steel reinforcement in concrete -- Challenges in corrosion detection based on numerical and experimental studies -- Advances in material modeling of plane concrete -- Concrete mesoscopic failure analysis with the Virtual Element Method -- A cyclic triaxial concrete microplane model with gradient regularization -- Simulation of cracking susceptibility in recycled concrete aggregate systems -- On boundary layer arising from tessellation in discrete models -- Size effect in concrete under splitting tension -- Numerical prediction of deterministic size effect in concrete bars and beams -- Numerical investigations on early indicators of fracture in concrete at meso-scale -- Incremental sequentially linear analysis of a notched beam -- Cohesive crack model in discontinuous Galerkin method -- Mesoscopic simulations of crack propagation in concrete using cohesive elements -- Configurational forces for modelling cohesive fracture in concrete. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | A constitutive law for concrete with smooth transition from continuous into discontinuous cracks' description -- Nonlocal damage formulation with evolving internal length: The Eikonal nonlocal approach -- Response scatter control for discrete element models -- Enhancement of multifiber beam elements in the case of reinforced concrete structures for taking into account the lateral confinement of concrete due to stirrup -- Analysis of reinforced concrete structures -- Modelling of the proof load test on viaduct De Beek -- Organizing an international blind prediction contest for improving a guideline for the nonlinear finite elements analysis of concrete structures -- Ultimate limit state design of three-dimensional reinforced concrete structures: A numerical approach -- Computational buckling response of reinforcing bars embedded in Hybrid Fiber Reinforced Concrete (HyFRC) -- Analysis of RC frame corners using CDP model -- Probabilistic cracking model for macrocrack propagation in reinforced concrete structures -- Numerical simulation of shear strength in a short reinforced concrete corbel strengthened with composite material compared with experimental results -- Computational modeling and experimental testing of shear and flexure performance of prestressing concrete T-shaped beams-safety formats -- Characterising the shear behaviour of steel fibre-reinforced concrete -- Shear behavior of full-scale RC slabs without shear stirrups in nuclear buildings: Experimental and numerical modeling -- Numerical lower bound analysis of plate bending problems containing requirements on shear capacity and shear-bending interaction -- Simulation of reinforced HPFRCC deformation capacity under flexure- and shear-dominated stress states -- Computer-aided stress field analysis of discontinuity concrete regions. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | Investigations on strength and fracture in RC beams scaled along height or length -- Modeling of quasi-brittle materials cracking using a lattice discrete element approach -- Evaluation of safety formats for structural assessment based on nonlinear analysis -- Modelling boundary conditions imposed by loads and supports in 3D D-regions -- Parameter identification as the basis for finite element simulations of ultimate limit states of concrete hinges -- Rotational capacity of concrete beams using a crack process band -- An embedded rebar model for computational analysis of reinforced concrete structures with applications to longitudinal joints in precast tunnel lining segments -- Robust design of hybrid steel fiber reinforced concrete tunnel lining segments -- Structural analysis of segmented tunnel rings: A combination of transfer relations with an interface law -- Steel-concrete interaction, fiber-reinforced concrete, and masonry -- Investigation of dowel action on a steel-concrete bond model for reinforced concrete structures -- Multi-scale tension stiffening approach for the minimum reinforcement of hybrid concrete beams -- Investigation of effect of local bond model on crack propagation in RC using 3D RBSM -- Modeling of bond fatigue in reinforced concrete based on cumulative measure of slip -- Fatigue life assessment of reinforced concrete members considering bond-slip -- Simulation of interface behavior between steel and concrete to study loss of bond due to reinforcement corrosion -- Modeling of localization and softening behavior of passively confined concrete using coupled RBSM and nonlinear shell FEM -- Simulation of reinforced ductile cement-based composite beams under cyclic loads -- The use of trilinear softening functions for modelling the cracking of fibre reinforced concrete. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | Model comparisons for a shell structure made of textile reinforced concrete. |
| 588 ## - SOURCE OF DESCRIPTION NOTE | |
| Source of description note | Description based on publisher supplied metadata and other sources. |
| 590 ## - LOCAL NOTE (RLIN) | |
| Local note | Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2023. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries. |
| 655 #4 - INDEX TERM--GENRE/FORM | |
| Genre/form data or focus term | Electronic books. |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Pichler, Bernhard. |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Rots, Jan G. |
| 776 08 - ADDITIONAL PHYSICAL FORM ENTRY | |
| Relationship information | Print version: |
| Main entry heading | Meschke, G�unther |
| Title | Computational Modelling of Concrete Structures |
| Place, publisher, and date of publication | Milton : Taylor & Francis Group,c2018 |
| International Standard Book Number | 9781138741171 |
| 797 2# - LOCAL ADDED ENTRY--CORPORATE NAME (RLIN) | |
| Corporate name or jurisdiction name as entry element | ProQuest (Firm) |
| 856 40 - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | <a href="https://ebookcentral.proquest.com/lib/bacm-ebooks/detail.action?docID=7244967">https://ebookcentral.proquest.com/lib/bacm-ebooks/detail.action?docID=7244967</a> |
| Public note | Click to View |
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