FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4377089157> ?p ?o ?g. }

• W4377089157 endingPage "103929" @default.
• W4377089157 startingPage "103929" @default.
• W4377089157 abstract "In recent years several laboratory tests have been employed to characterize the nonlinear behavior of composite materials, such as fiber-reinforced concrete (FRC). However, important stress-bridging mechanisms of the FRC structural elements are still under investigation. The acquired knowledge in the laboratory has supported the improvement of the numerical models for predicting mechanisms at the material scale and the load-displacement behavior of the composite. Therefore, the numerical models can be used to develop new advanced composite materials by predicting structural performance under different working conditions. This work proposes a mesoscale-multiphase approach to model FRC materials. The model considers four phases of the FRC material: coarse aggregates, mortar, interfacial transition zone (ITZ), and fibers. Mortar and aggregates are modeled using continuum elements with linear elastic behavior. Truss elements with an elastoplastic material model modeled randomly positioned fibers. Zero-thickness interface elements with a cohesive damage law are introduced at the interface between mortar elements and aggregates to represent the interfacial transition zone. The proposed model was validated by simulating direct tensile and three-point bending experiments. The numerical results of the load-CMOD curves are compared with an excellent agreement to experimental and numerical results reported in the literature. It also captures local cracking effects. Changes in fracture patterns were obtained when explicit fibers were introduced into the numerical model. Finally, this work provides a new methodology to investigate the fracture behavior of FRC structural elements considering an efficient strategy for explicitly modeling the fiber bridging effect by coupling fiber and cohesive finite elements. Comparisons between numerical models and experiments on FRC structural elements illustrate the proposed approach's efficacy." @default.
• W4377089157 created "2023-05-20" @default.
• W4377089157 creator A5012536003 @default.
• W4377089157 creator A5027893947 @default.
• W4377089157 creator A5078622677 @default.
• W4377089157 date "2023-06-01" @default.
• W4377089157 modified "2023-10-11" @default.
• W4377089157 title "Multiphase and mesoscale analysis of the mechanical behavior of fiber reinforced concrete" @default.
• W4377089157 cites W1978784348 @default.
• W4377089157 cites W1987158443 @default.
• W4377089157 cites W1990829405 @default.
• W4377089157 cites W2010369275 @default.
• W4377089157 cites W2011877884 @default.
• W4377089157 cites W2021607444 @default.
• W4377089157 cites W2031773343 @default.
• W4377089157 cites W2036986112 @default.
• W4377089157 cites W2051572104 @default.
• W4377089157 cites W2053177642 @default.
• W4377089157 cites W2073223177 @default.
• W4377089157 cites W2077520165 @default.
• W4377089157 cites W2078750390 @default.
• W4377089157 cites W2112311198 @default.
• W4377089157 cites W2129160515 @default.
• W4377089157 cites W2158136145 @default.
• W4377089157 cites W2171231246 @default.
• W4377089157 cites W2236353494 @default.
• W4377089157 cites W2369545076 @default.
• W4377089157 cites W2601451089 @default.
• W4377089157 cites W2608212558 @default.
• W4377089157 cites W2748244593 @default.
• W4377089157 cites W2802386421 @default.
• W4377089157 cites W2888530399 @default.
• W4377089157 cites W2894016118 @default.
• W4377089157 cites W2902715686 @default.
• W4377089157 cites W2979952945 @default.
• W4377089157 cites W2998769609 @default.
• W4377089157 cites W3002618420 @default.
• W4377089157 cites W3003271364 @default.
• W4377089157 cites W3004956380 @default.
• W4377089157 cites W3005537228 @default.
• W4377089157 cites W3007400898 @default.
• W4377089157 cites W3014367976 @default.
• W4377089157 cites W3015395931 @default.
• W4377089157 cites W3026341860 @default.
• W4377089157 cites W3045845327 @default.
• W4377089157 cites W3143141125 @default.
• W4377089157 cites W3164124501 @default.
• W4377089157 cites W4206367502 @default.
• W4377089157 cites W4210565740 @default.
• W4377089157 cites W4223421715 @default.
• W4377089157 cites W4280521119 @default.
• W4377089157 cites W4283710500 @default.
• W4377089157 cites W4292819673 @default.
• W4377089157 cites W4295877318 @default.
• W4377089157 doi "https://doi.org/10.1016/j.tafmec.2023.103929" @default.
• W4377089157 hasPublicationYear "2023" @default.
• W4377089157 type Work @default.
• W4377089157 citedByCount "0" @default.
• W4377089157 crossrefType "journal-article" @default.
• W4377089157 hasAuthorship W4377089157A5012536003 @default.
• W4377089157 hasAuthorship W4377089157A5027893947 @default.
• W4377089157 hasAuthorship W4377089157A5078622677 @default.
• W4377089157 hasConcept C104779481 @default.
• W4377089157 hasConcept C112950240 @default.
• W4377089157 hasConcept C121332964 @default.
• W4377089157 hasConcept C127313418 @default.
• W4377089157 hasConcept C127413603 @default.
• W4377089157 hasConcept C130767629 @default.
• W4377089157 hasConcept C158622935 @default.
• W4377089157 hasConcept C159985019 @default.
• W4377089157 hasConcept C173534245 @default.
• W4377089157 hasConcept C174348530 @default.
• W4377089157 hasConcept C192562407 @default.
• W4377089157 hasConcept C2779016933 @default.
• W4377089157 hasConcept C2781191127 @default.
• W4377089157 hasConcept C31258907 @default.
• W4377089157 hasConcept C31555180 @default.
• W4377089157 hasConcept C40382383 @default.
• W4377089157 hasConcept C41008148 @default.
• W4377089157 hasConcept C43369102 @default.
• W4377089157 hasConcept C49204034 @default.
• W4377089157 hasConcept C519885992 @default.
• W4377089157 hasConcept C523993062 @default.
• W4377089157 hasConcept C58396970 @default.
• W4377089157 hasConcept C62520636 @default.
• W4377089157 hasConcept C66938386 @default.
• W4377089157 hasConcept C87210426 @default.
• W4377089157 hasConceptScore W4377089157C104779481 @default.
• W4377089157 hasConceptScore W4377089157C112950240 @default.
• W4377089157 hasConceptScore W4377089157C121332964 @default.
• W4377089157 hasConceptScore W4377089157C127313418 @default.
• W4377089157 hasConceptScore W4377089157C127413603 @default.
• W4377089157 hasConceptScore W4377089157C130767629 @default.
• W4377089157 hasConceptScore W4377089157C158622935 @default.
• W4377089157 hasConceptScore W4377089157C159985019 @default.
• W4377089157 hasConceptScore W4377089157C173534245 @default.
• W4377089157 hasConceptScore W4377089157C174348530 @default.
• W4377089157 hasConceptScore W4377089157C192562407 @default.

• next