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Computational modeling of fracture in capsule-based self-healing concrete: A 3D study
《结构与土木工程前沿(英文)》 2021年 第15卷 第6期 页码 1337-1346 doi: 10.1007/s11709-021-0781-1
关键词: 3D fracture self-healing concrete spherical cohesive elements heterogeneous
Luthfi Muhammad MAULUDIN, Chahmi OUCIF, Timon RABCZUK
《结构与土木工程前沿(英文)》 2020年 第14卷 第3期 页码 792-801 doi: 10.1007/s11709-020-0629-0
关键词: self-healing concrete interfacial zone capsule materials cohesive elements fracture maps
The effects of interfacial strength on fractured microcapsule
Luthfi Muhammad MAULUDIN, Chahmi OUCIF
《结构与土木工程前沿(英文)》 2019年 第13卷 第2期 页码 353-363 doi: 10.1007/s11709-018-0469-3
关键词: interfacial strength cohesive elements microcapsule core-shell thickness ratio fracture properties
Hydraulic fracturing pressure of concentric double-layered cylinder in cohesive soil
《结构与土木工程前沿(英文)》 2021年 第15卷 第4期 页码 937-947 doi: 10.1007/s11709-021-0754-4
关键词: hydraulic fracturing pressure layered cavity expansion theory triaxial fracturing test cohesive soil
Tran Quoc THAI, Timon RABCZUK, Xiaoying ZHUANG
《结构与土木工程前沿(英文)》 2020年 第14卷 第2期 页码 267-279 doi: 10.1007/s11709-019-0567-x
关键词: cohesive zone model IGA Kirchhoff-Love model thin shell analysis delamination
《化学科学与工程前沿(英文)》 2022年 第16卷 第6期 页码 874-885 doi: 10.1007/s11705-021-2131-1
关键词: discrete element method cohesive materials parameter calibration ring shear cell design of experiments
Simulation of cohesive crack growth by a variable-node XFEM
Weihua FANG, Jiangfei WU, Tiantang YU, Thanh-Tung NGUYEN, Tinh Quoc BUI
《结构与土木工程前沿(英文)》 2020年 第14卷 第1期 页码 215-228 doi: 10.1007/s11709-019-0595-6
关键词: extended finite element method cohesive zone model sign function crack propagation
Mohsen Jalali, Ziba Hurseresht
《环境科学与工程前沿(英文)》 2020年 第14卷 第1期 doi: 10.1007/s11783-019-1186-4
关键词: Mobility Calcareous soils Extracting agents Trace elements
Effect of interface adhesion factor on the bearing capacity of strip footing placed on cohesive soil
《结构与土木工程前沿(英文)》 2021年 第15卷 第6期 页码 1494-1503 doi: 10.1007/s11709-021-0768-y
关键词: bearing capacity soil-rock interface Hoek−Brown yield criterion plasticity limit analysis
Cohesive zone model-based analyses of localized leakage of segmentally lined tunnels
《结构与土木工程前沿(英文)》 2023年 第17卷 第4期 页码 503-521 doi: 10.1007/s11709-023-0927-4
关键词: segmentally lined tunnel localized leakage cohesive element hydraulic behavior numerical modeling
Sattar MALEKI, Roham RAFIEE, Abolfazl HASANNIA, Mohammad Reza HABIBAGAHI
《结构与土木工程前沿(英文)》 2019年 第13卷 第6期 页码 1316-1323 doi: 10.1007/s11709-019-0555-1
关键词: delamination composite pipes stiffness test cohesive zone method
《工程管理前沿(英文)》 2022年 第9卷 第2期 页码 221-238 doi: 10.1007/s42524-022-0195-3
关键词: knowledge transfer knowledge management project management project environment literature review
Rasoul MEMARZADEH, Gholamabbas BARANI, Mahnaz GHAEINI-HESSAROEYEH
《结构与土木工程前沿(英文)》 2018年 第12卷 第3期 页码 412-424 doi: 10.1007/s11709-017-0432-8
The subject of present study is the application of mesh free Lagrangian two-dimensional non-cohesive sediment transport model applied to a two-phase flow over an initially trapezoidal-shaped sediment embankment. The governing equations of the present model are the Navier-Stocks equations solved using Weakly Compressible Smoothed Particle Hydrodynamics (WCSPH) method. To simulate the movement of sediment particles, the model considers a powerful two-part technique; when the sediment phase has rigid behavior, only the force term due to shear stress in the Navier-Stokes equations is used for simulation of sediment particles’ movement. Otherwise, all the Navier-Stokes force terms are used for transport simulation of sediment particles. In the present model, the interactions between different phases are calculated automatically, even with considerable difference between the density and viscosity of phases. Validation of the model is performed using simulation of available laboratory experiments, and the comparison between computational results and experimental data shows that the model generally predicts well the flow propagation over movable beds, the induced sediment transport and bed changes, and temporal evolution of embankment breaching.
关键词: WCSPH method non-cohesive sediment transport rheological model two-part technique two-phase dam break
Guizhong XIE, Fenglin ZHOU, Hao LI, Xiaoyu WEN, Fannian MENG
《机械工程前沿(英文)》 2019年 第14卷 第3期 页码 332-341 doi: 10.1007/s11465-019-0540-3
关键词: Taylor expansion crack front elements stress intensity factors dual boundary element method
Influence of axial load on the lateral pile groups response in cohesionless and cohesive soil
Jasim M. ABBASA,Zamri CHIK,Mohd Raihan TAHA
《结构与土木工程前沿(英文)》 2015年 第9卷 第2期 页码 176-193 doi: 10.1007/s11709-015-0289-7
标题 作者 时间 类型 操作
The effects of mismatch fracture properties in encapsulation-based self-healing concrete using cohesive-zone
Luthfi Muhammad MAULUDIN, Chahmi OUCIF, Timon RABCZUK
期刊论文
The effects of interfacial strength on fractured microcapsule
Luthfi Muhammad MAULUDIN, Chahmi OUCIF
期刊论文
Isogeometric cohesive zone model for thin shell delamination analysis based on Kirchhoff-Love shell model
Tran Quoc THAI, Timon RABCZUK, Xiaoying ZHUANG
期刊论文
Sequential Design of Simulations” approach for exploiting and calibrating discrete element simulations of cohesive
期刊论文
Simulation of cohesive crack growth by a variable-node XFEM
Weihua FANG, Jiangfei WU, Tiantang YU, Thanh-Tung NGUYEN, Tinh Quoc BUI
期刊论文
Assessment of mobile and potential mobile trace elements extractability in calcareous soils using different
Mohsen Jalali, Ziba Hurseresht
期刊论文
Effect of interface adhesion factor on the bearing capacity of strip footing placed on cohesive soil
期刊论文
influence of delamination on the stiffness of composite pipes under compressive transverse loading using cohesive
Sattar MALEKI, Roham RAFIEE, Abolfazl HASANNIA, Mohammad Reza HABIBAGAHI
期刊论文
Linking elements to outcomes of knowledge transfer in the project environment: Current review and future
期刊论文
Application of a weakly compressible smoothed particle hydrodynamics multi-phase model to non-cohesive
Rasoul MEMARZADEH, Gholamabbas BARANI, Mahnaz GHAEINI-HESSAROEYEH
期刊论文
A family of non-conforming crack front elements of quadrilateral and triangular types for 3D crack problems
Guizhong XIE, Fenglin ZHOU, Hao LI, Xiaoyu WEN, Fannian MENG
期刊论文