A coupled adhesive-frictional model tailored for interfacial behaviors between UHPC and NC materials. (April 2022)
- Record Type:
- Journal Article
- Title:
- A coupled adhesive-frictional model tailored for interfacial behaviors between UHPC and NC materials. (April 2022)
- Main Title:
- A coupled adhesive-frictional model tailored for interfacial behaviors between UHPC and NC materials
- Authors:
- Yuan, Siqi
Liu, Zhao
Tong, Teng
Wang, Yangchun - Abstract:
- Highlights: The interfacial behaviors between UHPC and NC materials are realistically captured by the proposed adhesive-frictional model. Zero-thickness cohesive element is adopted to implement the model within implicit finite element solver. The model is validated through several experiments reported in literatures. Abstract: In this paper, a coupled adhesive-frictional is proposed and implemented within an implicit finite element (FE) solver, targeting interfacial behaviors between ultrahigh-performance concrete (UHPC) and normal concrete (NC) materials. The model couples the adhesive force and frictional force, which is consistent with the mainstream shear-friction theory. The proposed model is realized by the zero-thickness cohesive element, thorough user-defined element (UEL) subroutine provided by the general FE software Abaqus/Standard . The model satisfactorily predicts the bond strength between UHPC and NC materials subject to various statuses, i.e., the tensile force (direct-tensile test), and combined compressive and shear forces (slant shear test). In addition, the interfacial model works fully compatible with the concrete damaged plasticity model, which is adopted for the UHPC and NC materials. The combination of these two models yields agreed with simulation results, which effectively predicts various cracking propagation and failure patterns of UHPC-NC composite specimens. The specimens in literatures are selected for comparisons and the numerical simulationsHighlights: The interfacial behaviors between UHPC and NC materials are realistically captured by the proposed adhesive-frictional model. Zero-thickness cohesive element is adopted to implement the model within implicit finite element solver. The model is validated through several experiments reported in literatures. Abstract: In this paper, a coupled adhesive-frictional is proposed and implemented within an implicit finite element (FE) solver, targeting interfacial behaviors between ultrahigh-performance concrete (UHPC) and normal concrete (NC) materials. The model couples the adhesive force and frictional force, which is consistent with the mainstream shear-friction theory. The proposed model is realized by the zero-thickness cohesive element, thorough user-defined element (UEL) subroutine provided by the general FE software Abaqus/Standard . The model satisfactorily predicts the bond strength between UHPC and NC materials subject to various statuses, i.e., the tensile force (direct-tensile test), and combined compressive and shear forces (slant shear test). In addition, the interfacial model works fully compatible with the concrete damaged plasticity model, which is adopted for the UHPC and NC materials. The combination of these two models yields agreed with simulation results, which effectively predicts various cracking propagation and failure patterns of UHPC-NC composite specimens. The specimens in literatures are selected for comparisons and the numerical simulations clearly illustrate the complex interactions between the matrix cracking and interfacial debonding. … (more)
- Is Part Of:
- Structures. Volume 38(2022)
- Journal:
- Structures
- Issue:
- Volume 38(2022)
- Issue Display:
- Volume 38, Issue 2022 (2022)
- Year:
- 2022
- Volume:
- 38
- Issue:
- 2022
- Issue Sort Value:
- 2022-0038-2022-0000
- Page Start:
- 1397
- Page End:
- 1410
- Publication Date:
- 2022-04
- Subjects:
- Adhesive-frictional -- CDP -- Cohesive -- Debonding
Structural engineering -- Periodicals
624.1 - Journal URLs:
- http://www.sciencedirect.com/science/journal/23520124 ↗
http://www.sciencedirect.com/ ↗ - DOI:
- 10.1016/j.istruc.2022.02.061 ↗
- Languages:
- English
- ISSNs:
- 2352-0124
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 21306.xml