Comparison Between Experimental And Numerical Results Of Walls A

Comparison Between Experimental And Numerical Results Of Walls A Doi: 10.26868 25222708.2013.1224 corpus id: 138747879; hygrothermal behaviour of a hemp concrete wall: comparison between experimental and numerical results @article{colinart2013hygrothermalbo, title={hygrothermal behaviour of a hemp concrete wall: comparison between experimental and numerical results}, author={thibaut colinart and patrick glouannec and thomas pierre and philippe chauvelon. On the other hand, the results of the numerical study underline the influence of climate on the response of the wall, which determines the choice of the insulating material, and revealed that the.

Comparison Between Experimental And Numerical Results Of Walls A In conclusion, the comparisons of the numerical results with the experimental ones and the analytical ones do confirm the soundness of the two modelling strategies. the shear–displacement curves plotted in figure 5 show, for the slender wall (figure 5 a), a good agreement between the experimental and numerical curves provided by both models. Of the heat problems and use of numerical methods in solving heat equation. several authors have demonstrated various experimental and or numerical solutions of different inverse heat conduction problems, from boundary flux to thermal conductivity and thermal diffusivity determination [14 17]. 3.4. comparison of experimental and numerical contours. for the comparison between experimental and numerical results, the contours for the free spray, the flat case, as well as the two 60° slope angle cases (on and off geometry) are analyzed. the propagation behavior of the 30° and 90° slope angles follows a similar trend as in the 60° cases. This paper presents the results of several numerical analyses aimed at investigating the in plane resistance of masonry walls by means of two modelling approaches: a finite element model (fem) and a discrete macro element model (dmem). non linear analyses are developed, in both cases, by changing the mechanical properties of masonry (compressive and tensile strengths, fracture energy in.