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《四川省数字家庭建设指南》通过专家审查(论文).pdf

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·2792 · (3)拟合得到不同裂缝体积占比混凝土的水蒸 气渗透系数与含湿量的变化曲线,随着裂缝体积比增 大,曲线的斜率逐渐增大。 混凝土水蒸气系数随裂缝体积比的增大而增大, 增大比例最小为18.3 %,最大为131.9 %。裂缝体积 占比每增加0.05 %,水蒸气渗透系数增大比例持续增 大,最小值为 14.3 %,最大值为 19.4 %。 参考文献 [1] TERTICHNIK E I . Determination of the moisture characteristics of building materials by means of a sectional column[J]. Journal of engineering physics, 1965, 8(2): 167–169. [2] GU TIANSHU, XIE LIANYU, CHEN GE . Building energy conservation and wall thermal insulation [J]. Engineering Mechanics, 2006, 23(2): 167–184. [3] ERMOLENKO , V. D . A new method for determining the moisture diffusion coefficient of moist materials[J]. Eng. Phys. Thermophys. 1962, 5(10): 70–72. [4] GLASER H . Simplified calculation of vapor diffusion through layered walls involving the formation of water and ice[J]. Kältetechnik, 1958, (10): 358–364. [5] WANG Y, HUANG J, WANG D, et al. Experimental study on hygrothermal characteristics of coral sand aggregate concrete and aerated concrete under different humidity and temperature conditions[J]. Construction and Building Materials, 2020(230): 1–17. [6] 李娟红, 张鹏宇 , 王莹莹 . 非均匀吸放湿过程对建材导热系数的 影响研究 [J]. 土木与环境工程学报 (中英文 ), 2022: 1–11. [7] XIONG H, XU J, LIU Y , et al. Experimental study on hygrothermal deformation of external thermal insulation cladding systems with glazed hollow bead[J]. Advances in Materials Science and Engineering, 2016:1–14. [8] 凌宏杰, 熊厚仁 , 余安妮 , 等 . 建筑外墙外保温系统饰面层劣化现 状调查研究 [J]. 新型建筑材料 , 2018, 45(12): 114–118. [9] AMARO B, SARAIVA D, DE BRITO J , et al. Inês Flores–Colen. Inspection and diagnosis system of ETICS on walls[J]. Construction and Building Materials, 2013(47):1257–1267. [10] 李金玉, 曹建国 , 徐文雨 ,等 . 混凝土冻融破坏机理的研究 [J]. 水 利学报 , 1999(1): 42–50. [11] ROELS S, VANDERSTEEN K, CARMELIET J . Measuring and simulating moisture uptake in a fractured porous medium[J]. Advances in Water Resources, 2003, 26(3): 237–246. [12] SEGURA J M, CAROL I . On zero -thickness interface elements for diffusion problems[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2004, 28(9): 947–962. [13] SEGURA J M, CAROL I. Coupled HM analysis using zero -thickness interface elements with double nodes. Part I: Theoretical model[J]. International journal for numerical and analytical methods in geomechanics, 2008, 32(18): 2083–2101. [14] BELLEUDY C, WOLOSZYN M, CHHAY M, et al. A 2D model for coupled heat, air, and moisture transfer through porous media in contact with air channels[J]. International Journal of Heat and Mass Transfer, 2016(95): 453–465. [15] LI H, LIU J, WANG Y, et al. Deformation and cracking modeling for early–age sidewall concrete based on the multi–field coupling mechanism[J]. Construction and Building Materials, 2015(88): 84– 93. [16] ROUCHIER S, WOLOSZYN M, FORAY G, et al. Influence of concrete fracture on the rain infiltration and thermal performance of building facades[J]. International Journal of Heat and Mass Transfer, 2013, (61): 340–352. [17] YAN CHENGZENG, WEI DASHENG, WANG GANG . Three– dimensional finite discrete element–based contact heat transfer model considering thermal cracking in continuous–discontinuous media[J]. Computer Methods in Applied Mechanics and Engineering, 2022, (388): 114–228. [18] YAN CHENGZENG, JIAO Y Y, ZHENG H . A three -dimensional heat transfer and thermal cracking model considering the effect of cracks on heat transfer[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2019, 43(10): 1825–1853. [19] WEI JIASHUAI,YU SHUI,ZHOU XIAOTING . Study on influence of geometric characteristics of cracks on HAM coupling transfer and thermal performance of multi–layer cellular concrete wall[J]. Journal
《四川省数字家庭建设指南》通过专家审查(论文).pdf
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