[go: up one dir, main page]

Larsen et al., 2012 - Google Patents

Limit analysis of 3D reinforced concrete beam elements

Larsen et al., 2012

Document ID
13165090696243534868
Author
Larsen K
Poulsen P
Nielsen L
Publication year
Publication venue
Journal of engineering mechanics

External Links

Snippet

A new finite-element framework for lower-bound limit analysis of reinforced concrete beams, subjected to loading in three dimensions, is presented. The method circumvents the need for a direct formulation of a complex section-force-based yield criterion by creating a discrete …
Continue reading at ascelibrary.org (other versions)

Classifications

    • G—PHYSICS
    • G06—COMPUTING; CALCULATING; COUNTING
    • G06F—ELECTRICAL DIGITAL DATA PROCESSING
    • G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
    • G06F17/50—Computer-aided design
    • G06F17/5009—Computer-aided design using simulation
    • G06F17/5018—Computer-aided design using simulation using finite difference methods or finite element methods
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING; COUNTING
    • G06F—ELECTRICAL DIGITAL DATA PROCESSING
    • G06F9/00—Arrangements for programme control, e.g. control unit
    • G06F9/06—Arrangements for programme control, e.g. control unit using stored programme, i.e. using internal store of processing equipment to receive and retain programme
    • G06F9/46—Multiprogramming arrangements
    • G06F9/50—Allocation of resources, e.g. of the central processing unit [CPU]
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING; COUNTING
    • G06F—ELECTRICAL DIGITAL DATA PROCESSING
    • G06F9/00—Arrangements for programme control, e.g. control unit
    • G06F9/06—Arrangements for programme control, e.g. control unit using stored programme, i.e. using internal store of processing equipment to receive and retain programme
    • G06F9/46—Multiprogramming arrangements
    • G06F9/48—Programme initiating; Programme switching, e.g. by interrupt
    • G06F9/4806—Task transfer initiation or dispatching
    • G06F9/4843—Task transfer initiation or dispatching by program, e.g. task dispatcher, supervisor, operating system
    • G06F9/485—Task life-cycle, e.g. stopping, restarting, resuming execution
    • G06F9/4856—Task life-cycle, e.g. stopping, restarting, resuming execution resumption being on a different machine, e.g. task migration, virtual machine migration
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING; COUNTING
    • G06F—ELECTRICAL DIGITAL DATA PROCESSING
    • G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
    • G06F17/50—Computer-aided design
    • G06F17/5086—Mechanical design, e.g. parametric or variational design
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING; COUNTING
    • G06F—ELECTRICAL DIGITAL DATA PROCESSING
    • G06F2217/00—Indexing scheme relating to computer aided design [CAD]

Similar Documents

Publication Publication Date Title
Feng et al. Softened damage-plasticity model for analysis of cracked reinforced concrete structures
Sideris et al. A gradient inelastic flexibility-based frame element formulation
Gong et al. Non-gradient–based algorithm for structural reliability analysis
Dall’Asta et al. Finite element model for externally prestressed composite beams with deformable connection
Dutta et al. Reliability-based design optimization of frame-supported tensile membrane structures
Lucas et al. Formulation of a shear resistance mechanism for inclined cracks in RC beams
Karapitta et al. Explicit finite‐element analysis for the in‐plane cyclic behavior of unreinforced masonry structures
Bati et al. Lower bound limit analysis of masonry arches with CFRP reinforcements: A numerical method
Ren et al. Two-level consistent secant operators for cyclic loading of structures
Nie et al. Cable anchorage system modeling methods for self-anchored suspension bridges with steel box girders
Murcia-Delso et al. Elastoplastic dilatant interface model for cyclic bond-slip behavior of reinforcing bars
Lykidis et al. 3D solid finite-element analysis of cyclically loaded RC structures allowing embedded reinforcement slippage
Zona et al. Finite element response sensitivity analysis of steel-concrete composite beams with deformable shear connection
Larsen et al. Limit analysis of 3D reinforced concrete beam elements
Beck et al. Cracked membrane model with fixed, interlocked cracks: Numerical implementation and validation
Kong et al. Numerical estimation for initial stiffness and ultimate moment of top-seat angle connections without web angle
Papon et al. Time homogenization for clays subjected to large numbers of cycles
Lee et al. Frame element with mixed formulations for composite and RC members with bond slip. I: theory and fixed-end rotation
Kothamuthyala et al. Optimization-based improved softened-membrane model for rectangular RC members under combined shear and torsion
Kim et al. Analysis of RC slab–beam–column sub‐assemblages subjected to bidirectional lateral cyclic loading using a new 3 D macroelement
Rasheed et al. Novel truss analogy approach to analyze reinforced concrete deep beams strengthened with externally bonded FRP systems
Yun et al. Two-dimensional grid strut-tie model approach for structural concrete
Chen et al. Analytical model for deck-on-girder composite beam system with partial composite action
Ayoub Nonlinear analysis of reinforced concrete beam–columns with bond-slip
Peralta et al. Multiscale homogenization analysis of the effective elastic properties of masonry structures