Creep characteristics and instability analysis of concrete specimens with horizontal holes
활용도 Analysis
논문 Analysis
연구자 Analysis
저자
Yajun Xin
Haichun Hao
Xin Lv
Hongying Ji
제어번호
105960431
학술지명
Computers and Concrete, An International Journal
권호사항
Vol.
22
No.
6
[
2018
]
발행처
사단법인 한국계산역학회
자료유형
학술저널
수록면
563-572
언어
English
출판년도
2018
등재정보
SCIE;SCOPUS
판매처
'
Creep characteristics and instability analysis of concrete specimens with horizontal holes' 의 참고문헌
Uniaxial and triaxial single and multistage creep tests on coal-measure shale rocks
Timedependent behavior of cataclastic rocks in a multi-loading triaxial creep test
Time-dependent cracking and brittle creep in crustal rocks : A review
Three-Dimensional parallel computing on failure process of rock specimen with a pre-existing circular opening
The soft rock socketed monopile with creep effects-a reliability approach based on wavelet neural networks
The effect of micro pore on the characteristics of crack tip plastic zone in concrete
The dynamical response characteristics of elastic-plastic coal under dynamic load
Study on the degradation of hard rock with a pre-existing opening under static-dynamic loadings using nuclear magnetic resonance technique
Strength and failure characteristics of sandstone containing two circular holes filled with two types of inclusions under uniaxial compression
Separation of elastoviscoplastic strains of rock and a nonlinear creep model
Punching behaviour of RC flat slabs under reversed horizontal cyclic loading
Prediction of creep in concrete using genetic programming hybridized with ANN
On measuring creep behaviour in granular materials through triaxial testing
Numerical simulation of mechanical behavior of a specimen composed of circular granular material
Micro-macro modeling of brittle creep and progressive failure subjected to compressive loading in rock
Mechanical model and numerical simulation of fracture process of concrete
Mechanical behavior of sandstone containing double circular cavities under uniaxial compression
Mechanical behavior of polyester polymer concrete under low strain rate loading conditions
Laboratory study of interaction between a circular hole defect and mode I moving crack
Laboratory studies of creep behavior on thick-walled hollow cylindrical salt rock specimens
Laboratory investigation on rheological properties of greenschist considering anisotropy under multi-stage compressive creep condition
Laboratory experiments on the process of rock tunnel failure and its particle flow numerical simulation
Investigation of the failure mode of shale rocks in biaxial and triaxial compression tests
Investigation of macroscopic brittle creep failure caused by microcrack growth under step loading and unloading in rocks
ISRM suggested methods for determining the creep characteristics of rock
Fracture evolution around pre-existing cylindrical cavities in brittle rocks under uniaxial compression
Fracture analyses of different pre-holed concrete specimens under compression
Experimental study on the instability mechanism of the majordefect fractured rock
Experimental study on deformation field evolution during failure procedure of a rock borehole structure
Experimental study on compressive strength and fracture characteristics of sandstone containing double circular cavities
Experimental investigation on the fundamental behavior of concrete creep
Experimental investigation on the deformation and crack behavior of rock specimen with a hole undergoing uniaxial compressive load
Experimental and numerical studies of mechanical response of plate-shape granite samples containing prefabricated holes under uniaxial compression
Effect of sustained loading and environmental conditions on the creep behavior of an epoxy adhesive for concrete structures strengthened with CFRP laminates
Bond response of NSM CFRP strips in concrete under sustained loading and different temperature and humidity conditions
Biaxial creep test study on the influence of structural anisotropy on rheological behavior of hard rock
Analysis on bearing capacity and behavior of reactive powder concrete with empty concentric duct under local pressure
Analysis of fracture propagation behavior and fracture geometry using a triaxial fracturing system in naturally fractured reservoirs
An assessment of the creep behaviour of Brazilian salt rocks using the multimechanism deformation model
A new rock creep model based on variable-order fractional derivatives and continuum damage mechanics
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Creep characteristics and instability analysis of concrete specimens with horizontal holes'
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