



抗弯强度检测标准相关信息
GB/T 1927.9-2021 无疵小试样木材物理力学性质试验方法 第9部分:抗弯强度测定
简介:
信息:ICS:79.040 CCS:B68 发布:2021-12-31 00:00:00.0 实施:2022-07-01 00:00:00.0
ASTM C348-18 液压水泥砂浆抗弯强度标准试验方法
简介:
信息:ICS:91.100.10 CCS: 发布:2018-12-01 实施:
ISO 1288-2-2016 建筑用玻璃. 玻璃抗弯强度的测定. 第2部分: 试验表面积较大的扁平样品的同轴双环试验
简介:
信息:ICS:81.040.20 CCS:Q33 发布:2016-02 实施:
GB/T 31967.2-2015 稀土永磁材料物理性能测试方法 第2部分:抗弯强度和断裂韧度的测定
简介:本部分规定了稀土永磁材料抗弯强度(σ)和断裂韧度(K)的测定方法。本部分适用于脆性断裂稀土永磁材料的抗弯强度和断裂韧度(K)的测定。抗弯强度的测定范围:20 MPa~2 000 MPa,断裂韧度(K)的测定范围:0.5 MPa ? m~50 MPa ? m。
信息:ICS:77.120.99 CCS:H14 发布:2015-09-11 实施:2016-08-01
JB/T 13412-2018 熔模铸造型壳抗弯强度试验方法
简介:
信息:ICS:91.100.15 CCS:J31 发布:2018-04-30 实施:2018-12-01
GOST R 57350-2016 砌体. 抗弯强度的测定方法
简介:
信息:ICS:91.080.30 CCS: 发布:2016 实施:2017-07-01
GB/T 13465.2-2014 不透性石墨材料试验方法 第2部分:抗弯强度
简介:GB/T 13465的本部分规定了测定不透性石墨材料抗弯强度时所用的试验装置、试样、试验程序和结果计算方法。本部分适用于不透性石墨材料抗弯强度测定。
信息:ICS:71.120 CCS:G94 发布:2014-09-03 实施:2015-03-01
IEC 61747-40-6-2018 液晶显示装置.第40-6部分:移动设备用显示保护玻璃的机械试验.双轴抗弯强度(环磨损环)
简介:This part of IEC 61747 is a mechanical performance testing procedure for cover glass used in electronic flat panel displays in mobile devices. This document focuses on the measurement of surface fracture load after flaw introduction via grit particle abrasion. After abrasion, the retained surface fracture load is measured with the method documented in IEC 61747-40-4.
信息:ICS:31.120 CCS:L47 发布:2018-0201 实施:
ASTM C293/C293M-2016 混凝土的抗弯强度的标准试验方法 (使用中心点加载的简支梁)
简介: 3.1x00a0;This test method is used to determine the modulus of rupture of specimens prepared and cured in accordance with Practices C31/C31M or C192/C192M. The strength determined will vary where there are differences in specimen size, preparation, moisture condition, or curing. 3.2x00a0;The results of this test method may be used to determine compliance with specifications or as a basis for proportioning, mixing and placement operations. This test method produces values of flexural strength significantly higher than Test Method C78/C78M. 1.1x00a0;This test method covers determination of the flexural strength of concrete specimens by the use of a simple beam with center-point loading. Test Method C293/C293M is not an alternative to Test Method C78/C78M. 1.2x00a0;The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. 1.3x00a0;This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
信息:ICS:91.100.30 CCS: 发布:2016 实施:
GB/T 1936.1-2009 木材抗弯强度试验方法
简介:GB/T 1936的本部分规定了测定木材抗弯强度的试验设备、试样、试验步骤、结果计算和试验报告。本部分适用于木材无疵小试样的抗弯强度试验。
信息:ICS:79.020 CCS:B60 发布:2009-02-23 实施:2009-08-01
ASTM C78/C78M-18 混凝土抗弯强度标准试验方法(使用三点加载简单梁)
简介:
信息:ICS:91.100.30 CCS: 发布:2018-01-01 实施:
GOST R 57350-2016 砌体. 抗弯强度的测定方法
简介:
信息:ICS:91.080.30 CCS: 发布:2016 实施:2017-07-01
GB/T 13465.2-2002 不透性石墨材料抗弯强度试验方法
简介: GB/T 13456的本部分规定了测定不透性石墨材料抗弯强度时所用试验装置、试样、试验程序和结果计算方法。 本标准适用于不透性石墨材料抗弯强度测定。
信息:ICS:71.120 CCS:G94 发布:2002-09-24 实施:2003-04-01
BS EN 13892-9-2018 找平层材料的试验方法.抗弯和抗缩强度的测定
简介:
信息:ICS: CCS: 发布:2018-01-01 实施:2018-01-01
PNST 179-2016 道路用热沥青混合料和沥青混凝土. 抗弯拉强度和极限相对拉伸应变的测定方法
简介:
信息:ICS:93.080.20 CCS: 发布:2016 实施:2017-06-01
GB/T 4741-1999 陶瓷材料抗弯曲强度试验方法
简介: 本标准规定了用三点负荷法测定陶瓷材料室温抗弯强度的试验设备、试样、试验步骤、结果计算及数据处理。 本标准适用于陶瓷材料及匣钵等陶瓷器辅助材料。
信息:ICS:81.060.20 CCS:Y24 发布:1999-08-12 实施:2000-02-01
ASTM C1684-2018 环境温度下高级陶瓷抗弯强度的标准试验方法. 圆柱杆强度
简介: 4.1x00a0;This test method may be used for material development, quality control, characterization, and design data generation purposes. This test method is intended to be used with ceramics whose strength is 50 MPa (~7 ksi) or greater. The test method may also be used with glass test specimens, although Test Methods C158 is specifically designed to be used for glasses. This test method may be used with machined, drawn, extruded, and as-fired round specimens. This test method may be used with specimens that have elliptical cross section geometries. 4.2x00a0;The flexure strength is computed based on simple beam theory with assumptions that the material is isotropic and homogeneous, the moduli of elasticity in tension and compression are identical, and the material is linearly elastic. The average grain size should be no greater than one-fiftieth of the rod diameter. The homogeneity and isotropy assumptions in the standard rule out the use of this test for continuous fiber-reinforced ceramics. 4.3x00a0;Flexural strength of a group of test specimens is influenced by several parameters associated with the test procedure. Such factors include the loading rate, test environment, specimen size, specimen preparation, and test fixtures (1-3).3 This method includes specific specimen-fixture size combinations, but permits alternative configurations within specified limits. These combinations were chosen to be practical, to minimize experimental error, and permit easy comparison of cylindrical rod strengths with data for other configurations. Equations for the Weibull effective volume and Weibull effective surface are included. 4.4x00a0;The flexural strength of a ceramic material is dependent on both its inherent resistance to fracture and the size and severity of flaws in the material. Flaws in rods may be intrinsically volume-distributed throughout the bulk. Some of these flaws by chance may be located at or near the outer surface. Flaws may alternatively be intrinsically surface-distributed with all flaws located on the outer specimen surface. Grinding cracks fit the latter category. Variations in the flaws cause a natural scatter in strengths for a set of test specimens. Fractographic analysis of fracture surfaces, although beyond the scope of this standard, is highly recommended for all purposes, especially if the data will be used for design as discussed in Refs (3-5) and Practices C1322 and C1239. 4.5x00a0;The three-point test configuration exposes only a very small portion of the specimen to the maximum stress. Therefore, three-point flexural strengths are likely to be greater than four-point flexural strengths. Three-point flexure has some advantages. It uses simpler test fixtures, it is easier to adapt to high temperature and fracture toughness testing, and it is sometimes helpful in Weibull statistical studies. It also uses smaller force to break a specimen. It is also convenient for very short, stubby specimens whic ......
信息:ICS:81.060.30 CCS:Q32 发布:2018 实施:
PNST 179-2016 道路用热沥青混合料和沥青混凝土. 抗弯拉强度和极限相对拉伸应变的测定方法
简介:
信息:ICS:93.080.20 CCS: 发布:2016 实施:2017-06-01
GB/T 15615-1995 硅片抗弯强度测试方法
简介: 本标准规定了硅单晶切割片、研磨片和抛光片(简称硅片)的抗弯强度测试方法。 本标准适用于晶向为和的直拉、悬浮区熔硅单晶片的常温下抗弯强度的测量。硅片厚度为250~900μm。
信息:ICS:77.040.01 CCS:H23 发布:1995-07-12 实施:1996-02-01
ASTM C1211-2018 高温下高级陶瓷抗弯强度的标准试验方法
简介: 4.1x00a0;This test method may be used for material development, quality control, characterization, and design data generation purposes. This test method is intended to be used with ceramics whose flexural strength is x223c;50 MPa (x223c;7 ksi) or greater. 4.2x00a0;The flexure stress is computed based on simple beam theory, with assumptions that the material is isotropic and homogeneous, the moduli of elasticity in tension and compression are identical, and the material is linearly elastic. The average grain size should be no greater than 1/50x00a0;of the beam thickness. The homogeneity and isotropy assumptions in the test method rule out the use of it for continuous fiber-reinforced composites for which Test Method C1341 is more appropriate. 4.3x00a0;The flexural strength of a group of test specimens is influenced by several parameters associated with the test procedure. Such factors include the testing rate, test environment, specimen size, specimen preparation, and test fixtures. Specimen and fixture sizes were chosen to provide a balance between the practical configurations and resulting errors as discussed in Test Method C1161, and Refs (1-3).4 Specific fixture and specimen configurations were designated in order to permit the ready comparison of data without the need for Weibull size scaling. 4.4x00a0;The flexural strength of a ceramic material is dependent on both its inherent resistance to fracture and the size and severity of flaws. Variations in these cause a natural scatter in test results for a sample of test specimens. Fractographic analysis of fracture surfaces, although beyond the scope of this test method, is highly recommended for all purposes, especially if the data will be used for design as discussed in Ref (4) and Practices C1322 and C1239. 4.5x00a0;This method determines the flexural strength at elevated temperature and ambient environmental conditions at a nominal, moderately fast testing rate. The flexural strength under these conditions may or may not necessarily be the inert flexural strength. Flexure strength at elevated temperature may be strongly dependent on testing rate, a consequence of creep, stress corrosion, or slow crack growth. If the purpose of the test is to measure the inert flexural strength, then extra precautions are required and faster testing rates may be necessary. Note 6:x00a0;Many ceramics are susceptible to either environmentally assisted slow crack growth or thermally activated slow crack growth. Oxide ceramics, glasses, glass ceramics, and ceramics containing boundary phase glass are particularly susceptible to slow crack growth. Time-dependent effects that are caused by environmental factors (for example, water as humidity in air) may be minimized through the use of in
信息:ICS:81.060.99;81.060.30 CCS:Q32 发布:2018 实施:
ASTM D7857-2016 用于评估暴露于高温下阻燃垫木结构复合板抗弯性能和内粘结强度的标准试验方法
简介: 5.1x00a0;The properties evaluated by this test method are intended to provide comparative information on the effects of fire-retardant chemical formulations and environmental conditions on the flexural properties and IB strength of FRSC panels. 5.2x00a0;This practice uses a controlled elevated-temperature environment to produce temperature-induced losses in the mechanical properties of FRSC panels and untreated panels. 5.3x00a0;Prediction of performance in natural environments has not been directly correlated with the results of this test method. 5.4x00a0;The reproducibility of results in elevated-temperature exposure is highly dependent on the type of specimens tested and the evaluation criteria selected, as well as the control of the operating variables. In any testing program, sufficient replicates shall be included to establish the variability of the results. Variability is often observed when similar specimens are tested in different chambers even though the testing conditions are nominally similar and within the ranges specified in this test method. 1.1x00a0;This test method is designed as a laboratory screening test. It is intended to establish an understanding of the respective contributions of the many wood material, fire-retardant, resin and processing variables, and their interactions, upon the mechanical properties of fire-retarded mat-formed wood structural composite (FRSC) panels as they affect flexural and internal bond (IB) performance and as they are often affected later during exposure to high temperature and humidity. Once the critical material and processing variables have been identified through these small-specimen laboratory screening tests, additional testing and evaluation shall be required to determine the effect of the treatment on the panel structural properties and the effect of exposure to high temperature on the properties of commercially produced FRSC panels. In this test method, treated structural composite panels are exposed to a temperature of 77x00b0;C (170x00b0;F) and at least 50% relative humidity. 1.2x00a0;The purpose of the preliminary laboratory-based test method is to compare the flexural properties and IB strength of FRSC panels relative to untreated structural composite panels with otherwise identical manufacturing parameters. The results of tests conducted in accordance with this test method provide a reference point for estimating strength temperature relationships for preliminary purposes. They establish a starting point for subsequent full-scale testing of commercially produced FRSC panels. 1.3x00a0;This test method does not cover testing and evaluation requirements necessary for product certification and qualification or the establishment of design value adjustment factors for FRSC panels. Note 1:x00a0;One potentially confounding limitation of this preliminary screening test method is that it may be conducted with laboratory panels that may not necessarily represent commercial quality panels. A final qualification program should likely be conducted using commercial quality panels and the scope of the review should include evaluation of the effects of the treatment and ......
信息:ICS: CCS: 发布:2016 实施:
GB/T 14235.2-1993 熔模铸造模料 抗弯强度测定方法
简介: 本标准规定了熔模铸造模料在室温下抗弯强度的测定方法。 本标准适用于测定熔模铸造模料室温弯曲脆断时的强度。
信息:ICS:77.180 CCS:J31 发布:1993-03-04 实施:1993-12-01
KS L 3110-2017(2022) 耐火砖抗弯强度试验方法
简介:
信息:ICS:81.080 CCS: 发布:2017-11-30 实施:
ASTM C293/C293M-15 混凝土抗弯强度标准试验方法(采用简单梁加载中心点)
简介:
信息:ICS:91.100.30 CCS: 发布:2015-12-01 实施:
GB/T 1936.1-1991 木材抗弯强度试验方法
简介: 本标准规定了测定木材抗弯强度的试验设备、试样、试验步骤和结果计算。 本标准适用于木材无疵小试样的抗弯强度试验。
信息:ICS:79.010 CCS:B68 发布:1991-05-03 实施:1992-01-01
KS L 3110-2017 耐火砖抗弯强度试验方法
简介:
信息:ICS:81.080 CCS: 发布:2017-11-30 实施:
ASTM E518/E518M-15 砌体抗弯强度标准试验方法
简介:
信息:ICS:91.060.10 CCS: 发布:2015-12-01 实施:
ASTM C1072-22 砌体抗弯粘结强度测量的标准试验方法
简介:
信息:ICS:91.060.10 CCS: 发布:2022-12-01 实施:
ASTM C1674-16 环境温度下工程孔隙度(蜂窝状细胞通道)的先进陶瓷抗弯强度的标准试验方法
简介:
信息:ICS:81.060.30 CCS: 发布:2016-12-15 实施:
ISO 5402-2-2015 皮革. 抗弯强度的测定. 第2部分: 革面皮弯曲法
简介:
信息:ICS:59.140.30 CCS:Y46 发布:2015-09 实施:
ASTM E518/E518M-22 砌体抗弯粘结强度的标准试验方法
简介:
信息:ICS:91.060.10 CCS: 发布:2022-12-01 实施:
ASTM C78/C78M-15b 混凝土抗弯强度标准试验方法(使用三点加载简单梁)
简介:
信息:ICS:91.100.30 CCS: 发布:2016-12-01 实施:
ASTM C78/C78M-15a 混凝土抗弯强度标准试验方法(使用三点加载简单梁)
简介:
信息:ICS:91.100.30 CCS: 发布:2015-05-01 实施:
ASTM D8453/D8453M-22 夹层结构开孔抗弯强度的标准实施规程
简介:
信息:ICS: CCS: 发布:2022-11-01 实施:
KS F 2408-2016(2021) 混凝土抗弯强度试验方法
简介:
信息:ICS:91.100.30 CCS: 发布:2016-10-26 实施:
ASTM C78/C78M-15 混凝土抗弯强度标准试验方法(使用三点加载简单梁)
简介:
信息:ICS:91.100.30 CCS: 发布:2015-04-01 实施:
BS EN 12372-2022 天然石料的试验方法.集中负载下抗弯强度的测定
简介:This European Standard specifies a test method for determination of flexural strength under a concentrated load for natural stone. Both an identification and a technological product testing procedure are included.
信息:ICS:73.020;91.100.15 CCS:Q21 发布:2022-01-01 实施:2022-01-01
ASTM C78/C78M-16 混凝土抗弯强度标准试验方法(使用三点加载简单梁)
简介:
信息:ICS:91.100.30 CCS: 发布:2016-07-01 实施:
ASTM C348-14 液压水泥砂浆抗弯强度标准试验方法
简介:
信息:ICS:91.100.10 CCS: 发布:2014-12-01 实施:
ASTM E518/E518M-21 砌体抗弯粘结强度的标准试验方法
简介:
信息:ICS:91.060.10 CCS: 发布:2021-06-01 实施:
ASTM C293/C293M-16 混凝土抗弯强度标准试验方法(采用简单梁加载中心点)
简介:
信息:ICS:91.100.30 CCS: 发布:2016-04-15 实施:
BS ISO 12986-1-2014 铝生产用碳质材料. 预焙阳极和阴极块. 用三点法测定抗弯/抗折强度
简介:
信息:ICS:71.100.10 CCS:D52 发布:2014-07-31 实施:2014-07-31
ASTM C348-21 液压水泥砂浆抗弯强度标准试验方法
简介:
信息:ICS:91.100.10 CCS: 发布:2021-04-01 实施:
EN 1052-2-2016 砖石工程的测试方法.第2部分:抗弯强度的测定
简介:This European standard specifies a method for determining the flexural strength of small masonry specimens for the two principal axes of loading. Guidance is given on the preparation of the specimens, the conditioning required before testing, the testing machine, the method of test, the method of calculation and the contents of the test report.
信息:ICS:91.080.30 CCS:P24 发布:2016-03 实施:
BS ISO 12986-2-2014 铝生产用碳素材料.预焙阳极和阴极碳块.用四点法测定抗弯强度
简介:
信息:ICS:71.100.10 CCS:H12 发布:2014-07-31 实施:2014-07-31
ASTM C78/C78M-21 混凝土抗弯强度标准试验方法(使用三点加载简单梁)
简介:
信息:ICS:91.100.30 CCS: 发布:2021-03-01 实施:
EN 1052-2-2016 砖石工程的测试方法.第2部分:抗弯强度的测定
简介:This European standard specifies a method for determining the flexural strength of small masonry specimens for the two principal axes of loading. Guidance is given on the preparation of the specimens, the conditioning required before testing, the testing machine, the method of test, the method of calculation and the contents of the test report.
信息:ICS:91.080.30 CCS:P24 发布:2016-03 实施:
BS ISO 12986-2-2014 铝生产用碳素材料.预焙阳极和阴极碳块.用四点法测定抗弯强度
简介:
信息:ICS:71.100.10 CCS:H12 发布:2014-07-31 实施:2014-07-31
ASTM C348-20 液压水泥砂浆抗弯强度标准试验方法
简介:
信息:ICS:91.100.10 CCS: 发布:2020-04-01 实施:
ISO 1288-1-2016 建筑用玻璃. 玻璃抗弯强度的测定. 第1部分: 试验玻璃的基本原则
简介:
信息:ICS:81.040.20 CCS:Q33 发布:2016-02 实施:
BS ISO 12986-1-2014 铝生产用碳质材料. 预焙阳极和阴极块. 用三点法测定抗弯/抗折强度
简介:
信息:ICS:71.100.10 CCS:D52 发布:2014-07-31 实施:2014-07-31
ASTM C1072-19 砌体抗弯粘结强度测量的标准试验方法
简介:
信息:ICS:91.060.10 CCS: 发布:2019-12-01 实施:
ISO 1288-2-2016 建筑用玻璃. 玻璃抗弯强度的测定. 第2部分: 试验表面积较大的扁平样品的同轴双环试验
简介:
信息:ICS:81.040.20 CCS:Q33 发布:2016-02 实施:
ISO 12986-1-2014 铝生产用碳素材料 预焙阳极和阴极碳块 第1部分:用三点法测定抗弯强度/剪切强度
简介:
信息:ICS:71.100.10 CCS:G49 发布:2014-06-01 实施:
ASTM D1635/D1635M-19 用第三点荷载的简单梁测定水泥土抗弯强度的标准试验方法
简介:
信息:ICS:93.020 CCS: 发布:2019-11-01 实施:
ISO 1288-4-2016 建筑用玻璃. 玻璃抗弯强度的测定. 第4部分: 槽形玻璃的试验
简介:
信息:ICS:81.040.20 CCS:Q33 发布:2016-02 实施:
ISO 12986-2-2014 铝生产用碳素材料.预焙阳极和阴极碳块.第2部分:用四点法测定抗弯强度
简介:
信息:ICS:71.100.10 CCS:Q52 发布:2014-06-01 实施:
ASTM C348-19 液压水泥砂浆抗弯强度标准试验方法
简介:
信息:ICS:91.100.10 CCS: 发布:2019-10-01 实施:
ISO 1288-5-2016 建筑用玻璃. 玻璃抗弯强度的测定. 第5部分: 试验表面积较小的扁平样品的同轴双环试验
简介:
信息:ICS:81.040.20 CCS:Q33 发布:2016-02 实施:
BS EN 13892-2-2014 找平层材料的试验方法.抗弯和抗缩强度的测定
简介:
信息:ICS: CCS: 发布:2014-01-01 实施:2014-01-01
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