本文从微观统计的损伤理论出发，建立了腐蚀混凝土单轴受压本构模型，与试验结果较符合。
Beginning with the damage theory of micro-statistics, the constitutive model of corroded concrete under uniaxial compression is established which is proved by the experimental outcomes.
本文建立了两段式的腐蚀混凝土单轴受压本构模型，与试验数据比较符合。
The constitutive model of corroded concrete under uniaxial compression is established which has two expression and is proved by the experiment outcomes.
为了更多地获得电偶腐蚀的信息并揭示其本质规律，提出了电偶腐蚀试验实时监测模型。
A timely monitor model for galvanic corrosion test was set up to gain more information of the galvanic corrosion and to disclose its essential law.
该空间力学模型考虑了地层因素、井身结构因素、腐蚀因素等，其计算结果与套管抗挤毁的模拟试验结果非常吻合。
Its result is coincident with that of simulating test of casing collapse very well. This 3-d physical model considers factors of formation, casing program and corrosion etc.
针对大气环境中的数据监测与模式识别问题，应用人工神经网络理论，在自然环境大气腐蚀试验网站建立大气环境质量B - P网络评价模型。
Aim at data inspection and mode identification of atmospheric environment, B-P network evaluation mode was established by the application of artificial neural network theory.
试件的试验结果，提出了受腐蚀钢筋混凝土构件的恢复力模型及其骨架曲线的确定方法。
Methods to determine the skeleton curve and restoring model of corroded reinforced concrete elements are presented.
试件的试验结果，提出了受腐蚀钢筋混凝土构件的恢复力模型及其骨架曲线的确定方法。
Methods to determine the skeleton curve and restoring model of corroded reinforced concrete elements are presented.
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