期刊文献+
共找到4篇文章
< 1 >
每页显示 20 50 100
泡沫聚苯乙烯路堤填料蠕变特性试验研究 被引量:1
1
作者 赵全胜 叶森 +1 位作者 张春会 刘泮森 《河北科技大学学报》 CAS 北大核心 2011年第1期88-91,共4页
泡沫聚苯乙烯(EPS)是一种有效防治软土地基桥头跳车的超轻质填料,以往EPS路堤设计及材料选用方法中基本没有考虑材料蠕变特性的影响。笔者对不同密度、不同压力下的EPS试样进行了一系列压缩蠕变试验。结果表明,EPS的蠕变变形值依赖于应... 泡沫聚苯乙烯(EPS)是一种有效防治软土地基桥头跳车的超轻质填料,以往EPS路堤设计及材料选用方法中基本没有考虑材料蠕变特性的影响。笔者对不同密度、不同压力下的EPS试样进行了一系列压缩蠕变试验。结果表明,EPS的蠕变变形值依赖于应力水平因子,当应力水平因子小于0.6时,蠕变变形与应力水平因子近似呈线性关系且很快稳定,当应力水平因子大于0.6后,蠕变变形呈非线性快速增长且难以稳定,根据蠕变试验结论可以确定EPS抗压强度设计值和相应的密度要求;蠕变变形与时间之间符合双曲线关系,据此建立了压缩蠕变本构方程,并给出了方程中参数的确定方法。试验数据分析表明,建立的EPS蠕变方程能较好地反映EPS的蠕变特性。 展开更多
关键词 EPS路堤 蠕变试验 应力水平因子
下载PDF
Finite element analysis of road structure containing top-down crack within asphalt concrete layer 被引量:2
2
作者 PIRMOHAMMAD Sadjad MAJD-SHOKORLOU Yousef 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第1期242-255,共14页
In this paper, a four-layered road structure containing a top-down crack is investigated by performing finite element analyses in ABAQUS. In this study, in addition to the vertical load of a vehicle wheel, the horizon... In this paper, a four-layered road structure containing a top-down crack is investigated by performing finite element analyses in ABAQUS. In this study, in addition to the vertical load of a vehicle wheel, the horizontal load as well as its position with respect to the crack is also considered in the analyses, and the crack tip parameters including stress intensity factors(SIFs) and T-stress are then calculated. Moreover, influence of elastic modulus and thickness of the pavement layers on the crack tip parameters is studied. Results show that the horizontal and vertical loads along with their position with respect to the crack, elastic modulus and thickness of the road layers influence the crack tip parameters(KⅠ, KⅡ and T-stress) significantly. It was also found that for the cases that the vehicle wheel is positioned near the crack plane, only the shear deformation mode is observed at the crack tip;while, for the vehicle wheel positions far from the crack, only the opening mode is observed, and between these positions, both the opening and shear deformation modes(i.e., mixed mode Ⅰ/Ⅱ) are observed at the crack tip. 展开更多
关键词 asphalt concrete top-down crack stress intensity factors T-STRESS horizontal load vertical load
下载PDF
Numerical Simulation of Mechanical Behaviors of Degradable Porous Bioceramics with Cracks
3
作者 CHEN Jinlong LIU Qian ZHAN Nan 《Transactions of Tianjin University》 EI CAS 2012年第1期21-25,共5页
Hydroxyapatite bioceramics is simulated by using finite element method (FEM). The influences of porosity, hole shape, angle of crack and other parameters on the ceramics are analyzed. The results show that with the ... Hydroxyapatite bioceramics is simulated by using finite element method (FEM). The influences of porosity, hole shape, angle of crack and other parameters on the ceramics are analyzed. The results show that with the increase of the angle between crack and horizontal direction, the stress intensity factor KⅠ decreases gradually, but stress intensity factor KⅡ increases at first and then it decreases. The value of KⅡ reaches maximum when the angle between crack and horizontal direction is 45°. KⅠ and KⅡ rise with the increase of porosity, and they are almost the same for the circular and hexagonal holes. For elliptical holes, KⅠ and KⅡ reach maximum when the long axis of ellipse is perpendicular to the loading direction and they reach minimum when the same axis is parallel to the loading direction. Moreover, with the increase of the angle between the long axis and loading direction, KⅠ and KⅡ increase gradually. 展开更多
关键词 porous bioceramics DEGRADATION finite element method (FEM) POROSITY stress intensity factor
下载PDF
Modeling stationary and moving cracks in shells by X-FEM with CB shell elements 被引量:7
4
作者 ZENG QingLei LIU ZhanLi +1 位作者 XU DanDan ZHUANG Zhuo 《Science China(Technological Sciences)》 SCIE EI CAS 2014年第7期1276-1284,共9页
The continuum-based(CB)shell theory is combined with the extended finite element method(X-FEM)in this paper to model crack propagation in shells under static and dynamic situations.Both jump function and asymptotic cr... The continuum-based(CB)shell theory is combined with the extended finite element method(X-FEM)in this paper to model crack propagation in shells under static and dynamic situations.Both jump function and asymptotic crack tip solution are adopted for describing the discontinuity and singularity of the crack in shells.Level set method(LSM)is used to represent the crack surface and define the enriched shape functions.Stress intensity factors(SIFs)are calculated by the displacement interpolation technique to prove the capability of the method and the maximum strain is applied for the fracture criterion.Also,an efficient integration scheme for the CB shell element with cracks is proposed. 展开更多
关键词 CB shell element X-FEM level set method crack propagation
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部