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Influence of the geometry of ceramic specimens on biaxial flexural strength: experimental testing and finite element analysis

机译：陶瓷标本几何对双轴弯曲强度的影响：实验测试和有限元分析

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J. da S. Ramos; S. Fraga; G. F. Vogel; L. G. May;
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1. Influence of surface area and geometry of specimens on bond strength in a microtensile test: an analysis by the three-dimensional finite element method. [J] . Ferreira RC, Caldas J, Paula GA, Journal of prosthodontics: official journal of the American College of Prosthodontists . 2011,第6期

机译：试样的表面积和几何形状对微拉伸试验中粘结强度的影响：三维有限元方法的分析。
2. A critical view on biaxial and short-beam uniaxial flexural strength tests applied to resin composites using Weibull, fractographic and finite element analyses [J] . Barbara Pick, Josete B.C. Meira, Larissa Driemeier, Dental materials . 2010,第1期

机译：使用威布尔，分形和有限元分析对树脂复合材料进行双轴和短梁单轴抗弯强度测试的批评观点
3. Design optimisation of biaxial tensile test specimen using finite element analysis [J] . P. Tiernan, A. Hannon International Journal of Material Forming: Official Journal of the European Scientific Association for Material Forming - ESAFORM . 2014,第1期

机译：基于有限元分析的双轴拉伸试样设计优化
4. Experimental Research and Finite Element Analysis of BFRP flexural strengthening efficiencies of Pre-damaged Concrete Beams [C] . Wei ChangSchool of Civil Engineering Tianjin Institute of Urban Construction Tianjin 300384 China International Conference on Materials and Products Manufacturing Technology . 2014

机译：预损伤混凝土梁BFRP弯曲强化效率的实验研究与有限元分析
5. Experimental investigation of the biaxial flexural strength of 8YSZ thin film ceramic substrates as electrolytes. [D] . Cheng, Ming. 2002

机译：作为电解质的8YSZ薄膜陶瓷基板双轴弯曲强度的实验研究。
6. Effect of Ceramic Surface Treatments After Machine Grinding on the Biaxial Flexural Strength of Different CAD/CAM Dental Ceramics [O] . Hossein Bagheri, Tabassom Hooshmand, Farzaneh Aghajani 2015

机译：机械研磨后陶瓷表面处理对不同CAD / CAM牙科陶瓷双轴弯曲强度的影响
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. The Determination of High Temperature Strength of Ceramic Discussion of Testing Techniques: Flexural and Tensile Tests Creep Tests with Flexural and Tensile Loading [R] . Gebhard, W. 1981

机译：陶瓷高温强度的测定探讨测试技术：弯曲和拉伸试验具有弯曲和拉伸载荷的蠕变试验

Influence of the geometry of ceramic specimens on biaxial flexural strength: experimental testing and finite element analysis

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