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基于分段步进式弹塑性格构模型的混凝土破坏过程细观模拟
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作者 张洪智 金祖权 +5 位作者 姜能栋 葛智 erik schlangen 凌一峰 Branko Savija 王铮 《材料导报》 EI CAS CSCD 北大核心 2023年第8期51-57,共7页
经典格构模型理论假设单元服从完全脆性的线弹性本构关系,忽略了砂浆基体的延性,导致预测的混凝土荷载-位移曲线延性不足。针对该问题,基于分段步进式方法描述砂浆单元弹塑性本构关系,通过序列线性理论模拟试件受荷损伤破坏过程及力学... 经典格构模型理论假设单元服从完全脆性的线弹性本构关系,忽略了砂浆基体的延性,导致预测的混凝土荷载-位移曲线延性不足。针对该问题,基于分段步进式方法描述砂浆单元弹塑性本构关系,通过序列线性理论模拟试件受荷损伤破坏过程及力学响应。基于混凝土单轴拉伸和压缩试验对模型进行了校验,发现该模拟方法可以精确模拟混凝土的开裂及荷载-位移曲线。同时,该模型可用于模拟混凝土受拉开裂的尺寸效应问题,以及受压破坏时受力端横向约束程度和试件长细比对开裂行为的影响,为研究混凝土的断裂行为提供了新的理论方法和途径。 展开更多
关键词 混凝土 细观尺度 格构模型 断裂过程 弹塑性本构关系
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Mechanical Properties of Sustainable,Self-healing Porous Asphalt Concrete 被引量:3
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作者 LIU Q T erik schlangen +1 位作者 MARTIN V D V MARCO POOT 《武汉理工大学学报》 CAS CSCD 北大核心 2010年第17期22-25,共4页
Long lifetime sustainable porous asphalt concrete containing steel fibers was designed. The material is self healing in such a sense that some external stimulus is needed in the form of heating by induction energy. St... Long lifetime sustainable porous asphalt concrete containing steel fibers was designed. The material is self healing in such a sense that some external stimulus is needed in the form of heating by induction energy. Steel wool was added to porous asphalt concrete to enhance its electrical conductivity and induction heating was applied to increase the temperature to heal the micro-cracks and repair the bonding between aggregate and binder. The main purpose of this paper is to examine the mechanical properties of this sustainable porous asphalt concrete including indirect tensile strength,work of fracture,particle loss resistance and water sensitivity. It is found that adding steel fibers to porous asphalt concrete to increase the healing performance also can improve its overall mechanical properties. 展开更多
关键词 conductive porous asphalt concrete steel fibers indirect tensile strength particle loss water sensitivity
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The compartmented alginate fibres optimisation for bitumen rejuvenator encapsulation 被引量:7
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作者 Amir Tabakouic Dirk Braak +4 位作者 Mark van Gerwen Oguzhan Copuroglu Wouter Post Santiago J. Oarcia erik schlangen 《Journal of Traffic and Transportation Engineering(English Edition)》 2017年第4期347-359,共13页
This article presents development of a novel self-healing technology for asphalt pave- ments, where asphalt binder rejuvenator is encapsulated within the compartmented alginate fibres. The key objective of the study w... This article presents development of a novel self-healing technology for asphalt pave- ments, where asphalt binder rejuvenator is encapsulated within the compartmented alginate fibres. The key objective of the study was to optimise the compartmented alginate fibre design, i.e., maximising amount of rejuvenator encapsulated within the fibre. The results demonstrate that optimum rejuvenator content in the alginate fibre is of 70:B0 rejuvenator/alginate ratio. The fibres are of sufficient thermal and mechanical strength to survive harsh asphalt mixing and compaction processes. Furthermore, results illustrate that zeer open asfalt beton (ZOAB) asphalt mix containing 5% of 70:30 rejuvenator/alginate ratio compartmented alginate fibres has higher strength, stiffness and better healing properties in comparison to the control asphalt mix, i.e., mix without fibres, and mix containing fibres with lower rejuvenator content. These results show that compartmented alginate fibres encapsulating bitumen rejuvenator present a promising new approach for the development of self-healing asphalt pavement systems. 展开更多
关键词 Self-healing Asphalt pavements Compartmented fibres Calcium alginate Rejuvenation
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硬化水泥净浆微观强度测试与表征
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作者 葛智 姜能栋 +3 位作者 张洪智 侯东帅 erik schlangen Branko Šavija 《硅酸盐学报》 EI CAS CSCD 北大核心 2021年第5期887-892,共6页
采用精密切片及划片技术,制备边长分别为100μm和200μm的硬化水泥净浆微观立方体试件。采用纳米压痕仪,利用不同几何形状的压头,对制备的试件进行无侧限轴压及单边劈裂测试,在微观尺度上研究硬化水泥净浆的抗压和劈裂强度。为了表征硬... 采用精密切片及划片技术,制备边长分别为100μm和200μm的硬化水泥净浆微观立方体试件。采用纳米压痕仪,利用不同几何形状的压头,对制备的试件进行无侧限轴压及单边劈裂测试,在微观尺度上研究硬化水泥净浆的抗压和劈裂强度。为了表征硬化水泥净浆微观尺度的变异性,每组工况测试100个样品,建立数据库,进行统计分析。结果表明:硬化水泥净浆的微观强度概率分布可以用二参数Weibull分布函数进行表征;高水胶比的硬化水泥净浆的平均强度较低且变异性高;试件尺寸对测试结果具有显著影响,强度和变异性均随试件尺寸增大而降低。与已有研究结果对比,发现硬化水泥净浆的微观强度和离散性介于单一水化产物和混凝土之间。 展开更多
关键词 硬化水泥净浆 单边劈裂强度 无侧限抗压强度 WEIBULL分布 微观尺度
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