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Then, the behavior of a concrete model in LS-DYNA (Hallquist 2006) is evaluated for the purposes of this study.
The viscoelastic behavior of a concrete under dynamic and quasi-static loadings is studied.
In this study, the hydromechanical behavior of a concrete fracture under coupled compressive and shear stresses was investigated.
The predicted adiabatic temperature rise characteristic were used to numerically analyze the temperature behavior of a concrete structure.
Finally, at the macro scale, the monotonic behavior of a concrete column made of CNT-reinforced cement is studied.
A finite element model is set up and experimental tests are performed to help understand the behavior of a concrete canoe and subsequently optimize its design.
Similar(50)
The chapter presents a numerical investigation on the effect of initial stresses in a square steel tube on the behavior of a concrete-filled square steel tubular member using the non-linear finite element method.
The objective of this research is the investigation of the flexural behavior of a precast concrete slab with a steel fiber concrete topping.
Designing fire-resistant concrete structures requires further laboratory studies for examining the behavior of concrete and concrete structures (i.e., beams, columns, and joints) under extreme temperatures.
This paper presents the recent experimental results aimed at disclosing the loading frequency effect on the fatigue behavior of a plain concrete and two types of fiber-reinforced concrete, using polypropylene and steel fibers.
In this paper, the ultimate behavior of a reinforced concrete cooling tower shell in hyperbolic configuration is presented.
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