2019
DOI: 10.1016/j.buildenv.2019.106333
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Investigation on heat and moisture transfer in bio-based building wall with consideration of the hysteresis effect

Abstract: Two mathematical models describing heat and moisture transfer in porous media were used to predict the hygrothermal behavior of a new type of bio-based materials made of date palm concrete (DPC). The finite element method was used for the resolution of partial differential equations and numerical results were compared to experimental data considering similar conditions of temperature and relative humidity through the DPC wall. At first, a mesh sensitivity analysis was carried out and the optimum mesh configura… Show more

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Cited by 31 publications
(13 citation statements)
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“…This slight difference can be caused by the heterogeneity of the material, the uncertainty on the physical properties of the material during the characterization campaign, and the sensor's position and accuracy. Furthermore, the hysteresis effects also present a major factor of discrepancy [41], [42], [43], [44]. Fig.…”
Section: Boundary Conditionsmentioning
confidence: 99%
“…This slight difference can be caused by the heterogeneity of the material, the uncertainty on the physical properties of the material during the characterization campaign, and the sensor's position and accuracy. Furthermore, the hysteresis effects also present a major factor of discrepancy [41], [42], [43], [44]. Fig.…”
Section: Boundary Conditionsmentioning
confidence: 99%
“…A good agreement was reported between theoretical/experimental data for both temperature and RH profiles [13]. Recently, we carried out a detailed validation of Kunzel's model using COMSOL Multiphysics software in the case of a DPC wall, using the same setup and scenarios described in section 2.2 [12]. As an illustration, theoretical and experimental profiles obtained at a depth of 3cm in the DPC wall for temperature (scenario 1) and RH variations (scenario 2), are presented in Fig.…”
Section: Model Validationmentioning
confidence: 83%
“…method [32]. The wall presented in section 2.2 was simulated and discretized following the same procedure as in [12]. A schematic view of the simulated wall and boundary conditions is presented in Fig.…”
Section: Boundary Conditionsmentioning
confidence: 99%
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“…6). Since the transfer is considered one dimensional through the thickness of the wall, mesh was generated following transfer direction where the wall was discretised into 100 layers [12]. Numerical results at 3 cm depth corresponding to scenarios 1 and 2 are presented respectively in Table 1, Table 2.…”
Section: Experimental Design Materials and Methodsmentioning
confidence: 99%