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A rationale for nodal placement for heat flow calculations in walls

机译:墙内热流计算的节点布置原理

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A building wall consists of one or more layers of homogeneous material. To examine its thermal behaviour in unsteady conditions using finite difference methods, a thin layer of resistance r_L and capacity c_L is replaced by a T section of lumped values r_L/2, c_L, r_L/2-3 elements―and a thicker layer might be divided into say three equal slices so as to be represented by the sequence (r_L/6, c_L/3, r_L/3, c_L/3, r_L/3, c_L/3, r_L/6), 7 elements in all. A wall may consist of several such layers. The wall is bounded by exterior and interior nodes which, according to choice, are respectively, the ambient or the wall exterior surface, and the wall interior surface or the room index node. An index node implies a further resistance. The simple finite difference model consists of the sum of such elements. A method of design is presented here which is based on the integral properties of the wall. With isothermal outside and inside nodes, the values of the series of wall decay times z_j are found. The wall is supposed driven by temperatures whose values are known at intervals of δ, typically 1 h. From the sequence of z_j values, together with the value of δ, the minimum number of capacities N needed to represent the wall can be determined. The response of the wall to a ramp excitation (of 1 K/δ) can be expressed in terms of amplitudes q_(j*) where the eigennumber j has values 0-N. A model wall having assumed values for the elements r_1, c_2, r_3, c_4,..., c_(2N), r_(2N+1) is set up and the corresponding amplitudes q_(j~^) found. From them a measure SS is found which is based on the sums of squares of the differences between functions of the q_(j*) and q_(j~^) values; SS provides a measure of the difference in response between the real wall and its model. By systematic variation of the values of r_j and c_j, SS can be reduced to some acceptable value. The 2N + 1 values of the model elements, so found, may be expected to be significantly fewer than the number required by conventional wall division.
机译:建筑墙体由一层或多层均质材料组成。为了使用有限差分方法在不稳定条件下检查其热行为,用电阻值r_L / 2,c_L,r_L / 2-3个元素的T型截面替换了电阻r_L和电容c_L的薄层,并且可能更厚分为三个相等的切片,以便由序列(r_L / 6,c_L / 3,r_L / 3,c_L / 3,r_L / 3,c_L / 3,r_L / 6)表示,总共7个元素。墙可以由几个这样的层组成。墙壁由外部和内部节点界定,根据选择,它们分别是环境或墙壁外表面以及墙壁内部表面或房间索引节点。索引节点意味着进一步的阻力。简单的有限差分模型由这些元素的总和组成。在此介绍一种设计方法,该方法基于墙的整体特性。在等温外部节点和内部节点的情况下,找到了一系列壁衰减时间z_j的值。假定墙是由温度驱动的,温度值已知为δ间隔,通常为1 h。根据z_j值的序列以及δ的值,可以确定表示墙所需的最小容量N。壁对斜坡激励(1 K /δ)的响应可以用振幅q_(j *)表示,其中特征数j的取值为0-N。建立具有假定值r_1,c_2,r_3,c_4,...,c_(2N),r_(2N + 1)的模型墙,并找到相应的振幅q_(j〜^)。从它们中发现一个度量SS,它基于q_(j *)和q_(j〜^)值的函数之间的差的平方和。 SS提供了对真实墙及其模型之间响应差异的度量。通过r_j和c_j值的系统变化,SS可以减小到某个可接受的值。如此发现的模型元素的2N +1值预计将大大少于常规墙划分所需的数量。

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