Peridynamic modeling of concrete structures

By Walter H. Gerstle, N. Sau, Stewart A. Silling. 2007

505 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Electrical and Electronic Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/1512b9e067f9de5b4d9dfb382be531cf97173d01

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In Civil and Structural Engineering

In Electrical and Electronic Engineering

In Mechanics of Materials

Citations in the corpus

Dual‐horizon peridynamics (2015, methodology): “fracture surface and equalizing the breaking bonds energy with the critical energy release rate G0 [26, 35], we can get the expression between the critical energy release rate G0 and the critical bond stretch s0.”
Peridynamic analysis of fiber-reinforced composite materials (2012, methodology): “Extending the procedure introduced in [Gerstle et al. 2005] for isotropic materials, the PD material parameters, c f and cm , can be expressed analytically in terms of the engineering material constants, E1, E2, G12, and ν12, by equating strain energy densities of a material point based on the…”
Peridynamic Theory of Solid Mechanics (2010, methodology): “A micropolar peridynamic model has been proposed [30] but is beyond the scope of the present article.”
An improved peridynamic approach for quasi-static elastic deformation and brittle fracture analysis (2015, background): “Assuming that the brittle fracture will happen in the linear elastic materials under tension (like what is taken place in concrete), the critical stretch of bond s0 is defined in terms of st and sc which are related to the uniaxial tensile and compressive strength of materials, respectively, as advi”
Peridynamic States and Constitutive Modeling (2007, methodology): “Numerical techniques for solving the peridynamic equations include the EMU code [15, 16], as well as alternative quadrature techniques and solution methods [9, 10, 17].”
Peridynamics simulations of geomaterial fragmentation by impulse loads (2015, methodology): “The bond-based peridynamics model has been used to predict damage and fracture processes in brittle materials [10], reinforced concrete materials [11], composite laminate structures [12], and brazed joints [13].”
Crack nucleation in a peridynamic solid (2010, background): “Propagation, as opposed to nucleation, of cracks within the peridynamic model has been described elsewhere (Silling and Askari 2005) and has been applied to a number of problems involving complex patterns of fracture (Silling 2003; Silling and Bobaru 2005; Askari et al. 2006; Bobaru 2007; Xu et al. ”
On the well-posedness of the linear peridynamic model and its convergence towards the Navier equation of linear elasticity (2007, background): “[22, 23], Silling [34], Silling & Askari [36, 35], Silling & Bobaru [37], Silling et al.”
Non-ordinary state-based peridynamic analysis of stationary crack problems (2014, background): “Fracture and damage simulations have included the impact damage of composites [7,8], fracture of plain and reinforced concrete structures [9,10], fracture of membranes and fibers [11], and fracture of quenched glass [12].”