为研究3D打印混凝土弯曲疲劳性能,通过216根3D打印试件弯曲疲劳试验,分析不同钢纤维体积率ρ_(f)和纤维长度l_f对构件弯拉强度和弯曲疲劳性能的影响规律,基于双参数Weibull分布理论推导不同失效概率下的疲劳寿命计算公式,提出不同失效...为研究3D打印混凝土弯曲疲劳性能,通过216根3D打印试件弯曲疲劳试验,分析不同钢纤维体积率ρ_(f)和纤维长度l_f对构件弯拉强度和弯曲疲劳性能的影响规律,基于双参数Weibull分布理论推导不同失效概率下的疲劳寿命计算公式,提出不同失效概率下的疲劳方程lg S=lg a-b lg N,并进一步分析钢纤维ρ_(f)l_(f)/d_(f)对构件疲劳性能的影响规律。研究结果表明:3D打印混凝土构件疲劳破坏实际是钢纤维发挥阻裂作用的过程,在裂缝产生、扩展、收缩、再扩展、再收缩直至破坏的过程中,裂缝的宽度、长度和深度一直在发生变化,从宏观角度是材料强度和弹性模量不断下降的过程,而微观角度是材料内部组织结构不断劣化的过程。3D打印构件中掺入的钢纤维能够有效阻止横向裂缝的产生和扩展,显著提升混凝土构件的抗弯拉强度、阻裂能力和耐疲劳性能,使其破坏形式由突然脆性破坏过渡为具有韧性的塑性破坏。钢纤维ρ_(f)l_(f)/d_(f)是影响构件抗弯拉疲劳性能的重要因素,在相同的应力比S=0.65作用下,钢纤维ρ_(f)l_(f)/d_(f)由0增至0.60时,构件疲劳次数N提高了252%;相同的疲劳次数N=10^(6)作用下,钢纤维ρ_(f)l_(f)/d_(f)由0增至0.60时,应力比提高了9.15%。3D打印混凝土试件中,钢纤维体积率ρ_(f)比钢纤维长度l_f对疲劳性能的影响程度更明显。研究结果为进一步推动3D打印技术在道路、桥梁等基础设施领域的应用,促进交通行业智能化、工业化发展具有重要意义。展开更多
传统的岩石取样方法以及模具浇筑常受到人工操作误差及取样内部结构复杂差异大的影响,导致岩石试件获取的周期时间长,精度低,造成试样的力学试验结果离散性大。3D打印技术具有精度高、周期短、打印材料多样化等优点,考虑到岩石力学研究...传统的岩石取样方法以及模具浇筑常受到人工操作误差及取样内部结构复杂差异大的影响,导致岩石试件获取的周期时间长,精度低,造成试样的力学试验结果离散性大。3D打印技术具有精度高、周期短、打印材料多样化等优点,考虑到岩石力学研究受到试件各向异性、结构面复杂、随机性高及试件制备存在误差等因素影响,为寻求能够模拟天然煤岩的3D打印材料,选取了聚乳酸塑料(PLA)、光敏树脂材料SLA600及Vero White Plus,以及覆膜砂粉末材料4种材料制备标准力学试验试件进行单轴压缩试验,获取了4种材料的3D打印试样的力学参数及应力-应变曲线,并对比分析了它们与煤岩的表观破裂模式的相似性。结果表明:光敏树脂材料Vero White Plus与砂岩岩样的峰值强度、杨氏模量、泊松比及应力-应变曲线整体趋势相近;覆膜砂材料与所选煤样的峰值强度、杨氏模量及应力-应变曲线相近;表观破坏模式方面,PLA材料未发生与煤岩相似的脆性破坏;两种光敏树脂材料均发生了拉张与剪切破裂,其中SLA600材料表现出局部膨胀性,Vero White Plus材料与SLA600相比更适合模拟高强度的脆性硬岩;而覆膜砂3D打印试件的破裂特征及力学特性与低强度软岩相似,可作为低强度的脆性煤体的3D打印相似材料。展开更多
In order to verify the validity of finite element numerical simulation method for asphalt mixture, which consists of aggregates, mastic (where mastic is a kind of fine mixture composed of asphalt binder mixed with fi...In order to verify the validity of finite element numerical simulation method for asphalt mixture, which consists of aggregates, mastic (where mastic is a kind of fine mixture composed of asphalt binder mixed with fines and fine aggregates) and air voids, based on three-dimensional (3D) heterogeneous specimen, X-ray computerized tomography (X-ray CT) was used to scan the asphalt specimens to obtain the real internal microstrnctures of asphalt mixture. CT images were reconstructed to build up 3D digital specimen, and the viscoelastic properties of mastic were described with Burgers model The uniaxial creep numerical simulations of three different levels of aggregate gradation were conducted. The simulation results agree well with the experimental results. The numerical simulation of asphalt mixture incorporated with real 3D microstructure based on finite element method is a promising application to conduct research of asphalt concrete. Additionally, this method can increase the mechanistic understanding of global viscoelastic properties of asphalt mixtures by linking the real 3D microstructure.展开更多
文摘为研究3D打印混凝土弯曲疲劳性能,通过216根3D打印试件弯曲疲劳试验,分析不同钢纤维体积率ρ_(f)和纤维长度l_f对构件弯拉强度和弯曲疲劳性能的影响规律,基于双参数Weibull分布理论推导不同失效概率下的疲劳寿命计算公式,提出不同失效概率下的疲劳方程lg S=lg a-b lg N,并进一步分析钢纤维ρ_(f)l_(f)/d_(f)对构件疲劳性能的影响规律。研究结果表明:3D打印混凝土构件疲劳破坏实际是钢纤维发挥阻裂作用的过程,在裂缝产生、扩展、收缩、再扩展、再收缩直至破坏的过程中,裂缝的宽度、长度和深度一直在发生变化,从宏观角度是材料强度和弹性模量不断下降的过程,而微观角度是材料内部组织结构不断劣化的过程。3D打印构件中掺入的钢纤维能够有效阻止横向裂缝的产生和扩展,显著提升混凝土构件的抗弯拉强度、阻裂能力和耐疲劳性能,使其破坏形式由突然脆性破坏过渡为具有韧性的塑性破坏。钢纤维ρ_(f)l_(f)/d_(f)是影响构件抗弯拉疲劳性能的重要因素,在相同的应力比S=0.65作用下,钢纤维ρ_(f)l_(f)/d_(f)由0增至0.60时,构件疲劳次数N提高了252%;相同的疲劳次数N=10^(6)作用下,钢纤维ρ_(f)l_(f)/d_(f)由0增至0.60时,应力比提高了9.15%。3D打印混凝土试件中,钢纤维体积率ρ_(f)比钢纤维长度l_f对疲劳性能的影响程度更明显。研究结果为进一步推动3D打印技术在道路、桥梁等基础设施领域的应用,促进交通行业智能化、工业化发展具有重要意义。
文摘传统的岩石取样方法以及模具浇筑常受到人工操作误差及取样内部结构复杂差异大的影响,导致岩石试件获取的周期时间长,精度低,造成试样的力学试验结果离散性大。3D打印技术具有精度高、周期短、打印材料多样化等优点,考虑到岩石力学研究受到试件各向异性、结构面复杂、随机性高及试件制备存在误差等因素影响,为寻求能够模拟天然煤岩的3D打印材料,选取了聚乳酸塑料(PLA)、光敏树脂材料SLA600及Vero White Plus,以及覆膜砂粉末材料4种材料制备标准力学试验试件进行单轴压缩试验,获取了4种材料的3D打印试样的力学参数及应力-应变曲线,并对比分析了它们与煤岩的表观破裂模式的相似性。结果表明:光敏树脂材料Vero White Plus与砂岩岩样的峰值强度、杨氏模量、泊松比及应力-应变曲线整体趋势相近;覆膜砂材料与所选煤样的峰值强度、杨氏模量及应力-应变曲线相近;表观破坏模式方面,PLA材料未发生与煤岩相似的脆性破坏;两种光敏树脂材料均发生了拉张与剪切破裂,其中SLA600材料表现出局部膨胀性,Vero White Plus材料与SLA600相比更适合模拟高强度的脆性硬岩;而覆膜砂3D打印试件的破裂特征及力学特性与低强度软岩相似,可作为低强度的脆性煤体的3D打印相似材料。
基金Project(51038004) supported by the National Natural Science Foundation of China
文摘In order to verify the validity of finite element numerical simulation method for asphalt mixture, which consists of aggregates, mastic (where mastic is a kind of fine mixture composed of asphalt binder mixed with fines and fine aggregates) and air voids, based on three-dimensional (3D) heterogeneous specimen, X-ray computerized tomography (X-ray CT) was used to scan the asphalt specimens to obtain the real internal microstrnctures of asphalt mixture. CT images were reconstructed to build up 3D digital specimen, and the viscoelastic properties of mastic were described with Burgers model The uniaxial creep numerical simulations of three different levels of aggregate gradation were conducted. The simulation results agree well with the experimental results. The numerical simulation of asphalt mixture incorporated with real 3D microstructure based on finite element method is a promising application to conduct research of asphalt concrete. Additionally, this method can increase the mechanistic understanding of global viscoelastic properties of asphalt mixtures by linking the real 3D microstructure.