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冻融循环后湿筛大骨料混凝土的试验研究
引用本文:刘学波,宋玉普.冻融循环后湿筛大骨料混凝土的试验研究[J].水电能源科学,2009,27(3).
作者姓名:刘学波  宋玉普
作者单位:大连理工大学,海岸和近海工程国家重点实验室,辽宁,大连,116024
基金项目:国家自然科学基金资助项目 
摘    要:对经过0、50、100、150、200、250、300 次冻融循环作用后的湿筛大骨料混凝土试件进行了质量损失、单轴抗压试验研究.根据试验结果分析了湿筛大骨料混凝土试件强度降幅随冻融循环次数的变化规律,建立了破坏准则.该准则曲线经验证与实测曲线吻合,为寒冷地区大骨料混凝土结构的强度分析提供了试验和理论依据.

关 键 词:湿筛大骨料混凝土  冻融循环  强度  耐久性  破坏准则

Experimental Study on Wet-screened Mass Concrete Behavior after Freeze-thaw Cycles
LIU Xuebo SONG Yupu.Experimental Study on Wet-screened Mass Concrete Behavior after Freeze-thaw Cycles[J].International Journal Hydroelectric Energy,2009,27(3).
Authors:LIU Xuebo SONG Yupu
Affiliation:State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;Dalian 116024;China
Abstract:The experimental researches on weight loss,uniaxial compression strength of wet-screened mass concrete after 0,50,100,150,200,250,300 freeze-thaw cycles are carried out.The failure modes and the direction of surface cracking are observed.The relationship between the decreasing percents of strength and the freeze-thaw cycles is analyzed.On this basis the failure of concrete under uniaxial compression after freeze-thaw cycles is proposed.The experimental and theoretical foundations for strength analysis of ma...
Keywords:wet-screened mass concrete  freeze-thaw cycles  strength  durability  destruction criterion  
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