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钢纤维混凝土的力学性能和结构尺寸效应的研究 被引量:7
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作者 黄春文 《混凝土》 CAS 北大核心 2020年第12期66-70,共5页
首先论述钢纤维混凝土在通用的纤维体积含量(0.3%~1.0%)情况下的力学性能,较为重点得对混凝土掺入钢纤维后的所提高的抗拉强度和韧性进行机理地解析,并从中考虑了钢纤维的取向对混凝土力学性能的影响以及纤维取向度与构件的厚度大小的... 首先论述钢纤维混凝土在通用的纤维体积含量(0.3%~1.0%)情况下的力学性能,较为重点得对混凝土掺入钢纤维后的所提高的抗拉强度和韧性进行机理地解析,并从中考虑了钢纤维的取向对混凝土力学性能的影响以及纤维取向度与构件的厚度大小的关系。最后根据混凝土断裂力学模型-离散的微裂缝的承载行为推算出结构的尺寸效应钢纤维混凝土构件的抗弯强度和它的尺寸厚度的关系。另外,通过对模型的计算值与现有文献的试验值的比较,评定出计算模型对预测钢纤维混凝土的抗弯强度以及结构尺寸效应的适用性。 展开更多
关键词 混凝土开裂应力 抗拉强度 离散微裂缝 韧性 钢纤维的取向度 断裂能 混凝土尺寸效应
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Study on the Design Criteria for Prestressed Concrete Pavements
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作者 孙宝俊 RogerK.Hawkins 吕志涛 《Journal of Southeast University(English Edition)》 EI CAS 2000年第1期80-88,共9页
With a concrete pavement slab prestressed, its load carrying capacity can be significantly increased; thus a thinner slab may be used for the same loading. Prestressing modify the structural behavior of the pavement ... With a concrete pavement slab prestressed, its load carrying capacity can be significantly increased; thus a thinner slab may be used for the same loading. Prestressing modify the structural behavior of the pavement slab and there is a greater resistance to impact, vibration and overloading. This paper discusses the major design considerations necessary in the successful construction of prestressed concrete pavements and presents a design procedure developed to predict the compressive stress due to prestressing in the pavements at early stage, during service and after cracking. Variation in the approach for repetitive and nonrepetitive loads is clearly distinguished. Check on the recovery after cracking for overloading in prestressed pavements is also needed. Finally, a design example is illustrated the application of the approach developed. 展开更多
关键词 design criteria prestressed concrete pavements design procedure PRESTRESSING recovery after cracking
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Evaluation of cracking potential for concrete arch dam based on simulation feedback analysis 被引量:10
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作者 FU ShaoJun HE Ting +3 位作者 WANG GuoJin ZHANG ShiHu ZOU LiChun CHEN ShengHong 《Science China(Technological Sciences)》 SCIE EI CAS 2011年第3期565-572,共8页
It is still very difficult for researchers and engineers to implement the simulation analysis including a complete process and a full model with the complicated arch dam and the foundation, and to evaluate the crackin... It is still very difficult for researchers and engineers to implement the simulation analysis including a complete process and a full model with the complicated arch dam and the foundation, and to evaluate the cracking potential in the construction and service periods. To take Xiaowan project of China for an example, a practical system of simulation feedback analysis, a specific cracking criterion, and a resolution for the conflicting requirements of temperature and stress/strain simulation are presented, which are put into a successful practice. The simulation results of temperature, stress, and cracking are identical well with the monitor data. A modified temperature control measure is propounded, and the significant effect is gained by adopting the new scheme. 展开更多
关键词 arch dam cracking potential construction process finite element method simulation feedback analysis
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