ZHENG J l, SUN y, PENG m J. Tensile failure mechanism for resin matrix composites reinforced by unidirectional glass fiber [J]. Journal of Aeronautical Materials, 2015, 35 (4) : 45-54.
[4]郑吉良，孙勇，彭明军。单向玻璃纤维增强树脂基体复合材料拉伸失效机理[J]。航空材料学报，2015,35 (4)：45 -54。
The mechanism of tensile failure of concrete is rather complex, so there are no suitable or convenient mechanics models and research methods.
混凝土的拉伸破坏机理比较复杂，尚无合适或简便的力学模型和研究方法。
The failure mechanism and mechanical property of a brittle composite matrix, reinforced with short fibers under the uniaxial tensile load, have been studied.
研究短纤维增强脆性基复合材料在单轴拉伸荷载下的力学性能和破裂机理。
Under uniaxial tensile conditions, the failure mechanism of fractured specimens is the coalescence role of tensile crack.
拉伸条件下，含裂隙试件的破坏机制是张拉型裂纹的贯通作用。
Under uniaxial tensile conditions, the failure mechanism of fractured specimens is the coalescence role of tensile crack.
拉伸条件下，含裂隙试件的破坏机制是张拉型裂纹的贯通作用。
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