FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4377012373> ?p ?o ?g. }

• W4377012373 endingPage "107903" @default.
• W4377012373 startingPage "107903" @default.
• W4377012373 abstract "Peridynamics (PD) has been increasingly widely employed to address cracking and fracture behaviors of engineering materials. However, the existing two types of PD, namely, bond based peridynamics (BPD) and state based peridynamics (SPD), have their respective limitations. The BPD is practical and capable of solving real engineering problems, but cannot work with three-dimensional (3D) constitutive models. The SPD is able to use 3D constitutive models but suffers from the so called “zero-energy mode” problem especially when the system is highly nonlinear. This paper presents a stabilized hybrid PD method (HPD) that can be effectively compatible with 1D to 3D constitutive models and does not have zero-energy mode issue for highly nonlinear problems. The proposed HPD creates bonds between each PD point and other PD points inside its horizon, and obtains the total force on the PD point by all bond forces. For 2D or 3D (or simply written as nD) constitutive models, each bond force consists of an axial force and a shear force evaluated at the midpoint of the bond, and is calculated by the nD stress tensor multiplied by the direction and area of the bond. The nD stress can be obtained by using an nD constitutive model based on the nD strain at the midpoint of the two connected PD points. The nD strain is estimated by using displacements of PD points within a new sub-horizon, which is defined by the overlap of two horizons of the connected PD points. For 1D constitutive model cases, the axial force is obtained by the axial strain and the shear force is ignored, and the HPD is degraded to BPD. Four application examples are presented to verify the proposed HPD method, i.e., static analyses for a linear cantilever beam and a nonlinear soil column using 2D material models, seismic analysis for a soil column using 3D nonlinear model and dynamic analysis of a plate with pre-crack using 1D and 3D models. The responses (e.g., displacements, stresses, strains at representative points) are analyzed and compared with those by FEM, BPD and SPD. The HPD method presented herein is demonstrated to be accurate, stable, and compatible with various material models of different dimensions to solve a wide range of complicated problems." @default.
• W4377012373 created "2023-05-19" @default.
• W4377012373 creator A5032472385 @default.
• W4377012373 creator A5044535813 @default.
• W4377012373 creator A5067425369 @default.
• W4377012373 creator A5070850428 @default.
• W4377012373 creator A5079243897 @default.
• W4377012373 date "2023-09-01" @default.
• W4377012373 modified "2023-09-27" @default.
• W4377012373 title "A stabilized hybrid peridynamic method compatible with constitutive models of different dimensions" @default.
• W4377012373 cites W1969596641 @default.
• W4377012373 cites W1995267330 @default.
• W4377012373 cites W2008086878 @default.
• W4377012373 cites W2012828992 @default.
• W4377012373 cites W2018288761 @default.
• W4377012373 cites W2024395230 @default.
• W4377012373 cites W2039463654 @default.
• W4377012373 cites W2057613474 @default.
• W4377012373 cites W2097854981 @default.
• W4377012373 cites W2126479682 @default.
• W4377012373 cites W2135316586 @default.
• W4377012373 cites W2136953226 @default.
• W4377012373 cites W2168711331 @default.
• W4377012373 cites W2571459559 @default.
• W4377012373 cites W2581851172 @default.
• W4377012373 cites W2607582768 @default.
• W4377012373 cites W2772355870 @default.
• W4377012373 cites W2773518436 @default.
• W4377012373 cites W2807612291 @default.
• W4377012373 cites W2895912046 @default.
• W4377012373 cites W2905146763 @default.
• W4377012373 cites W2905312553 @default.
• W4377012373 cites W2966391176 @default.
• W4377012373 cites W2980199461 @default.
• W4377012373 cites W3044386939 @default.
• W4377012373 cites W3081737194 @default.
• W4377012373 cites W3103000616 @default.
• W4377012373 cites W3156760589 @default.
• W4377012373 cites W3165202913 @default.
• W4377012373 cites W4220760878 @default.
• W4377012373 cites W4221053622 @default.
• W4377012373 cites W4300717281 @default.
• W4377012373 doi "https://doi.org/10.1016/j.soildyn.2023.107903" @default.
• W4377012373 hasPublicationYear "2023" @default.
• W4377012373 type Work @default.
• W4377012373 citedByCount "1" @default.
• W4377012373 countsByYear W43770123732023 @default.
• W4377012373 crossrefType "journal-article" @default.
• W4377012373 hasAuthorship W4377012373A5032472385 @default.
• W4377012373 hasAuthorship W4377012373A5044535813 @default.
• W4377012373 hasAuthorship W4377012373A5067425369 @default.
• W4377012373 hasAuthorship W4377012373A5070850428 @default.
• W4377012373 hasAuthorship W4377012373A5079243897 @default.
• W4377012373 hasConcept C121332964 @default.
• W4377012373 hasConcept C127413603 @default.
• W4377012373 hasConcept C135628077 @default.
• W4377012373 hasConcept C138885662 @default.
• W4377012373 hasConcept C142600616 @default.
• W4377012373 hasConcept C158622935 @default.
• W4377012373 hasConcept C171338203 @default.
• W4377012373 hasConcept C192562407 @default.
• W4377012373 hasConcept C199201527 @default.
• W4377012373 hasConcept C202973686 @default.
• W4377012373 hasConcept C21036866 @default.
• W4377012373 hasConcept C2524010 @default.
• W4377012373 hasConcept C28719098 @default.
• W4377012373 hasConcept C33923547 @default.
• W4377012373 hasConcept C34130140 @default.
• W4377012373 hasConcept C41895202 @default.
• W4377012373 hasConcept C57879066 @default.
• W4377012373 hasConcept C62520636 @default.
• W4377012373 hasConcept C66938386 @default.
• W4377012373 hasConcept C74650414 @default.
• W4377012373 hasConcept C84035572 @default.
• W4377012373 hasConceptScore W4377012373C121332964 @default.
• W4377012373 hasConceptScore W4377012373C127413603 @default.
• W4377012373 hasConceptScore W4377012373C135628077 @default.
• W4377012373 hasConceptScore W4377012373C138885662 @default.
• W4377012373 hasConceptScore W4377012373C142600616 @default.
• W4377012373 hasConceptScore W4377012373C158622935 @default.
• W4377012373 hasConceptScore W4377012373C171338203 @default.
• W4377012373 hasConceptScore W4377012373C192562407 @default.
• W4377012373 hasConceptScore W4377012373C199201527 @default.
• W4377012373 hasConceptScore W4377012373C202973686 @default.
• W4377012373 hasConceptScore W4377012373C21036866 @default.
• W4377012373 hasConceptScore W4377012373C2524010 @default.
• W4377012373 hasConceptScore W4377012373C28719098 @default.
• W4377012373 hasConceptScore W4377012373C33923547 @default.
• W4377012373 hasConceptScore W4377012373C34130140 @default.
• W4377012373 hasConceptScore W4377012373C41895202 @default.
• W4377012373 hasConceptScore W4377012373C57879066 @default.
• W4377012373 hasConceptScore W4377012373C62520636 @default.
• W4377012373 hasConceptScore W4377012373C66938386 @default.
• W4377012373 hasConceptScore W4377012373C74650414 @default.
• W4377012373 hasConceptScore W4377012373C84035572 @default.
• W4377012373 hasFunder F4320321001 @default.
• W4377012373 hasFunder F4320336615 @default.
• W4377012373 hasLocation W43770123731 @default.

• next