• 织物传送带厚度拉伸试验第1部分:拉伸强度断裂伸长率标准负荷下伸长率测定

    Textile conveyor belts - Full thickness tensile testing - Part 1: determination of tensile strength, elongation at break and elongation at the reference load.

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  • 拉伸强度理论计算结果试验结果一致

    The theoretical predictions of off-axis tensile strength agree well with experimental results.

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  • 介绍拉伸强度断裂时的延伸碳化效应特性试验以及弹性外墙乳胶涂料施工应用技术

    Tests on film tension strength, elongation rate at breaking, anti carbonation effect etc. and applied technique of elastomeric latex coating for exterior wall are described.

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  • 试样进行了硬度拉伸强度断裂伸长率、热老化性能试验;对老化试样表面进行了SEM表征。

    Hardness, tensile strength, breaking elongation ratio and aging property of samples were tested and surface of sample after aging was represented by SEM.

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  • 通过正交试验分析了处理工艺中各种因素纸张拉伸强度影响

    Through a orthogonal test this paper analyzes the factors influencing the paper′s dry tensile strength.

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  • 针对螺旋弧焊钢管横向板状试样在拉伸试验时存在屈服强度误差较大问题分析误差较大的原因,并提出了相应的解决办法

    To the problem of more yield strength error in SSAW pipe transverse strip specimen tensile tests, analyze the reason of the error, put forward corresponding solving method.

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  • 通过湿热老化试验研究了APMOC纤维吸湿性能拉伸强度断裂延长率以及弹性量随老化时间变化

    The changes of moisture absorption properties, tensile strength, fracture elongation and elastic modulus of APMOC fiber with aging time were investigated through the hygrothermal aging test.

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  • 通过硅橡胶力学性能试验,得出用硅橡胶拉伸撕裂剥离强度等性能指标,可以满足气囊模具的要求

    Tested the mechanical properties of silicon rubber, tensile, tearing and peeing strength can are meet the demand of inflatable bag.

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  • 针对强度低合金铌钒钢板拉伸试验后出现分层开裂的现象,采用SEM、EDAX进行微观分析发现试样内部有大量夹杂物存在,这些夹杂物主要含有钙、氧、硫、锰等元素。

    The lamellar cracking was found at the specimen of HSLA Nb-V steel plate after tensile strength testing, then the fracture surface of the specimen was studied by SEM and EDAX.

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  • 显微硬度、电子拉伸试验方法,测定了硬度、抗拉强度延伸率与冷加工变形量的关系及冷加工态银、铜、钽退火软化曲线

    The hardness, tensile strength and elongation of Ag, cu and Ta, their relationship with the degree of cold work and soften annealing curves of cold-worked Ag, cu and Ta were investigated.

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  • 利用圆盘中心粘贴应变片来测大理岩脆性材料动态拉伸强度一种简便高效试验方法

    It is a simple, effective and ideal method to stick strain gages on the center of the sample to gain the dynamic tensile strength for brittle materials.

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  • 叙述了聚乙烯醇为原料,经缩化后硅溶胶制备有机—无机复合粘合剂介绍了配方、制备程序拉伸粘结强度试验结果。

    The paper introduces the formula, process and tensile strength of the organic-inorganic composite adhesive which is prepared by mixing acetalization of polyvinyl alcohol with silicasol.

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  • 通过室温仪器冲击试验静态拉伸试验研究一种屈服强度钢板在冲击载荷下的力学性能断裂机理

    Mechanical properties and fracture mechanism of high strength steel sheet with low yield ratio under impact loading have been studied through instrumented impact and quasi-static tensile tests.

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  • 采用试验方法水泥材料直接拉伸强度系统测试有待进一步研究

    The study about the direct tensile strength of cement based material with this test method need to be elucidated further analysis.

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  • 试验结果表明可以一次有效载荷-位移记录中同时确定脆性岩石弹性模量拉伸强度断裂度。

    The experimental results show that the elastic modulus, tensile strength and fracture toughness of brittle rocks can be determined from a valid load-displacement record.

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  • 通过极限强度试验压作用拉伸试验研究了柔性混凝土抗拉破坏特性

    Based on the ultimate tensile strength test and extension test under confining pressure, the characteristics of flexible concrete are studied.

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  • 通过不同环境温度简单拉伸试验应力控制下的低周疲劳试验,找出了环境温度应力控制下的疲劳行为和疲劳强度影响

    Simple tensile tests and low-cycle fatigue tests under stress control at different temperature were conducted to investigate the effects of temperature on fatigue behavior and fatigue strength.

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  • 试验结果表明加入湿法白炭黑试样拉伸强度比添加气相法白炭黑者提高了54%,扯伸长率提高了64%,磨耗降低20%。

    The results showed that the sample by adding the ultrafine powders of silica aerogel increased the tensile strength 54%, the elongation at break 64%, decreased the abrasion loss 20%.

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  • 分析电子应变测量误差形成主要原因以及金属材料拉伸试验强度测试影响,介绍了引伸计使用中的一些经验和注意事项。

    The main cause of error of strain measurement using electronic extensometer and its effects on the strength measurement in tensile tests of metallic materials was analyzed.

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  • 通过直接拉伸试验,测量配筋纤维应力混凝土强度

    Uniaxial direct tensile experiments were carried out to obtain tensile strength of self stressing concrete reinforced with steel bar and fiber.

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  • 试验结果表明拉伸强度表现出混杂负效应剪切强度表现出混杂效应,两种强度的混杂效应都随混杂比的增大而降低。

    The results show that the tensile strength presents negative hybrid effect, while shear strength presents positive hybrid effect, and their hybrid effect decreases with the hybrid ratio increasing.

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  • 由三种不同成分拉伸试验结果金相组织可知组成分的含量增加,晶粒细化,从而强度增大。

    The testing results and their microstructure show that the one with a higher vanadium content and smaller crystal grain has a high strength.

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  • 混凝土磨蚀力学性能试验得知,水工混凝土磨蚀程度依赖于混凝土的初始磨损抗拉强度极限拉伸变形值

    Abrasion and mechanical properties test of concrete have shown that the degree of abrasion dependent on initial abrasion ratio, flexural strength and limit strain.

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  • 试验结果表明向应力低于单轴压缩强度80%孔道试样在内压下拉伸破裂压力与轴向应力没有明显关系;

    The experimental results show that the cracking pressure for hollow cylinder is not influenced by the axial load when it is lower than 80% of the uniaxial compression strength.

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  • 通过试验研究给出层面碾压混凝土抗压强度、面强度与层面极限拉伸值间相关关系。

    The correlation between the compressive strength and axial tensile strength of RCC with placing joint and ultimate tensile strain of placing joint of RCC layers have been obtained.

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  • 重塑黄土拉伸试验表明,土体的抗强度含水率关系密切。

    The triaxial tensile test of remolded loess indicates that the tensile strength of loess is related to the confining pressure and water content.

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  • 其次试验找出符合力学模型胶接固化工艺条件并用试验验证用被粘材料的屈服强度估算接头能承受的最大拉伸力的合理性。

    Thirdly, the optimum curing process parameters suitable with the mechanics model are found out and rationality of the estimated value is also validated by test.

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  • 力学性能试验结果表明,不加填充材料焊接时,试样拉伸强度强度31.24%;进行原位焊接时,试样强度达到母材强度的50.89%。

    The mechanical testing results showed that tensile strengths of samples welded by direct welding is only 31.24% of that of the parent metal, and 50.89% of that by "in-situ" welding.

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  • 力学性能试验结果表明,不加填充材料焊接时,试样拉伸强度强度31.24%;进行原位焊接时,试样强度达到母材强度的50.89%。

    The mechanical testing results showed that tensile strengths of samples welded by direct welding is only 31.24% of that of the parent metal, and 50.89% of that by "in-situ" welding.

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