| 不同养护龄期下再生粗骨料混凝土拉伸本构关系 |
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| 引用本文： | 王雪芳,肖祥栋,方金杰,吴文达,张明.不同养护龄期下再生粗骨料混凝土拉伸本构关系[J].建筑材料学报,2018,21(6):977-983. |
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| 作者姓名： | 王雪芳 肖祥栋 方金杰 吴文达 张明 |
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| 作者单位： | 福州大学土木工程学院，福建福州350116,中国建筑第八工程局有限公司总承包公司，上海200315,福州大学土木工程学院，福建福州350116,福州大学土木工程学院，福建福州350116,水沙科学与水利水电工程国家重点实验室，北京100084 |
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| 基金项目： | 海峡联合基金重点项目(U1605242);福州市科技计划项目(2016 G 45);水沙科学与水利水电工程国家重点实验室开放基金项目(sklhse 2017 C 02) |
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| 摘 要： | 采用MTS疲劳试验机进行了再生粗骨料混凝土轴向拉伸试验,研究分析再生粗骨料取代率对不同养护龄期下再生粗骨料混凝土轴向拉伸应力-应变全曲线的影响规律,并提出了再生粗骨料混凝土拉伸本构关系模型.研究结果表明:再生粗骨料混凝土轴向拉伸应力-应变全曲线的上升段斜率较普通混凝土低,下降段随着再生粗骨料取代率提高与养护龄期的增长而变陡;再生粗骨料混凝土的弹性模量随着养护龄期的增长呈线性增长,当荷载超过50%之后,其变形模量的下降速度快于普通混凝土;早龄期再生粗骨料混凝土的拉伸峰值应变随着再生粗骨料取代率的增大而增长;养护龄期低于7d时,再生粗骨料混凝土的抗拉强度增长速率快于普通混凝土;再生粗骨料混凝土的拉压比随着养护龄期的增长而下降.
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| 关 键 词： | 再生粗骨料混凝土 取代率 养护龄期 拉伸应力应变全曲线 拉伸本构关系模型 |
| 收稿时间： | 2018/1/25 0:00:00 |
| 修稿时间： | 2018/4/23 0:00:00 |
Tensile Constitutive Relationship of Recycled Coarse Aggregate Concrete at Different Curing Ages |
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| WANG Xuefang,XIAO Xiangdong,FANG Jinjie,WU Wenda and ZHANG Ming.Tensile Constitutive Relationship of Recycled Coarse Aggregate Concrete at Different Curing Ages[J].Journal of Building Materials,2018,21(6):977-983. |
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| Authors: | WANG Xuefang XIAO Xiangdong FANG Jinjie WU Wenda and ZHANG Ming |
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| Affiliation: | College of Civil Engineering, Fuzhou University, Fuzhou 350116, China,General Contract Company of China Construction Eighth Engineering Division Co., Ltd., Shanghai 200315, China,College of Civil Engineering, Fuzhou University, Fuzhou 350116, China,College of Civil Engineering, Fuzhou University, Fuzhou 350116, China and State Key Laboratory of Hydroscience and Engineering, Beijing 100084, China |
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| Abstract: | Axial tensile stress strain curve of recycled coarse aggregate concrete(RCAC) was tested on MTS fatigue test machine. Influence of replacement ratio of recycled coarse aggregate(RCA) and curing age on axial tensile stress strain curves of RCAC were analyzed, and tensile constitutive model of RCAC was proposed. The results show that the slope of RCAC tensile stress strain curve on the ascending stage is lower than that of ordinary concrete, and after peak stress the curve droppes steeper with the increase of the replacement ratio of RCA and curing age. Elastic modulus of RCAC is in linear growth with the curing age increasing, and when the load exceeds 50% the deformation modulus of RCAC drop further than ordinary concrete. At the early age, tensile strain at peak stress of RCAC increases with the increase of RCA replacement ratio, the tensile strength growth rate of RCAC is faster than that of ordinary concrete. The tensile compression strength ratio of RCAC reduces with the curing age. |
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| Keywords: | recycled coarse aggregate concrete replacement rate curing age tensile stress strain curve tensile constitutive model |
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