Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Long Bang Qing"'
Autor:
Huan Huan Liu, Long Bang Qing
Publikováno v:
Advanced Materials Research. 904:232-235
The effects of tensile softening curve parameters on the crack propagation P-CMOD and P-CTOD curves were analyzed using a calculation method which adopted the initial fracture toughness as the crack propagation criterion. The results showed that: the
Publikováno v:
Applied Mechanics and Materials. :1325-1328
A kind of crack with similar characteristics has been discovered on the upstream surface of super-high arch dam. In this paper, the reason of cracking was analyzed by the three-dimensional finite element method. It is found that the stress concentrat
Publikováno v:
Applied Mechanics and Materials. :1320-1324
In this paper, the crack stability and crack propagation regularity of the upstream surface of super-high arch dam along the water-stop structure were analyzed in the framework of fracture mechanics. According to fracture toughness of dam concrete, t
Publikováno v:
Applied Mechanics and Materials. :1542-1545
A three-dimensional model of dam-water-interaction system was built. Three different materials were used to model the dam, and the acceleration response of arch dam under the observed seismic waves was simulated. The results show that the dynamic rea
Publikováno v:
Applied Mechanics and Materials. 238:169-172
The paper proposed a method to generate the finite element mesh of concrete at meso level semi-automatically. And an aggregate meshing computer program, AggMesh, was developed by C++ language. Since it avoids the judgment of node coincidence in conta
Publikováno v:
Advanced Materials Research. :5975-5980
In this study, an interfacial spring element model with random defects was constructed based on the four-phase material model of concrete, which consists of aggregate, matrix, interfacial transition zone (ITZ), and initial defects distributing random
Publikováno v:
Advanced Materials Research. :2713-2718
This paper proposes a theoretical expression for the ultimate relationship between the crack gauge monitoring data and steel stress gauge ones in dam concrete, based on the equation for crack width of reinforced concrete member, when the cracks expan