用准静态法测量浮法玻璃的断裂现象

IF 0.4 Q4 MATERIALS SCIENCE, CHARACTERIZATION & TESTING Strength Fracture and Complexity Pub Date : 2020-01-01 DOI:10.3233/sfc-204001
S. Aratani, Hiroyuki Egawa, T. Ohmi, A. Yokobori
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引用次数: 1

摘要

采用准静态加载方法,在每个位移水平上保持固定时间,并逐渐施加位移,研究了玻璃的断裂和弯曲载荷的变化。每步保持时间为60 s,加载条件为位移增量为0.02 mm。采用50 × 10 × 4 mm的普通钠石灰硅酸盐浮法玻璃作为试样。随着弯曲载荷随时间的减小,玻璃发生断裂,这可以解释为即使在室温下也会发生随时间变化的断裂和粘弹性特性。氧化铝陶瓷的断裂性能比被称为一般陶瓷的碳化硅更接近浮法玻璃。
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Fracture phenomena of float glass measured by the quasi-static method
Glass fracture and changes in bending load were investigated by the quasi-static loading method which is characterized by holding a fixed time at each displacement level and incrementally applying displacement. Holding time at each step was 60 s and the incremental displacement was 0.02 mm as the load condition. Ordinary soda-lime-silicate float glass of 50 × 10 × 4 mm was used as the specimen. The glass fracture occurred as the bending load decreased with time, which might be explained using the occurrence of time-dependent fracture and function as a viscoelastic property even at room temperature. Fracture properties of alumina ceramics have the possibility to be closer to float glass than silicon carbide which is called general ceramics.
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来源期刊
Strength Fracture and Complexity
Strength Fracture and Complexity MATERIALS SCIENCE, CHARACTERIZATION & TESTING-
CiteScore
1.30
自引率
0.00%
发文量
15
期刊介绍: Strength, Fracture and Complexity: An International Journal is devoted to solve the strength and fracture unifiedly in non linear and systematised manner as complexity system. An attempt is welcome to challenge to get the clue to a new paradigm or to studies by fusing nano, meso microstructural, continuum and large scaling approach. The concept, theoretical and/or experimental, respectively are/is welcome. On the other hand the presentation of the knowledge-based data for the aims is welcome, being useful for the knowledge-based accumulation. Also, deformation and fracture in geophysics and geotechnology may be another one of interesting subjects, for instance, in relation to earthquake science and engineering.
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