drafter:Xu Fenghe, Lin Zaiwen, Yang Naibin, Zhang Ruizhu, Li Jiancheng, Wang Shangen, Zhang Genrong
Drafting unit:Harbin FRP Research Institute, Beijing Institute of Aeronautical Materials, Beijing University of Aeronautics and Astronautics, Beijing Institute of Materials Technology, Beijing FRP Research Institute
Focal point unit:National Technical Committee for Standardization of Fiber Reinforced Plastics
Proposing unit:State Bureau of Building Materials Industry
Publishing department:State Administration of Quality and Technical Supervision
competent authority:China Building Materials Industry Association
This standard specifies the method for tensile properties of oriented fiber reinforced plastics. This standard is applicable to the determination of tensile properties of fiber reinforced plastics at 0°, 90°, 0°/90° and balanced symmetrical laminates. GB/T 3354-1999 Test method for tensile properties of oriented fiber reinforced plastics GB/T3354-1999 Standard download decompression password: www.bzxz.net
Some standard content:
National Standard of the People's Republic of China GB/T3354-1999 Test Method for Tensile Properties of Oriented Fiber Reinforced Plastics Implementation 19990801 National Bureau of Standards Page 1 sinoaec.com "Test Method for Tensile Properties of Oriented Fiber Reinforced Plastics" Data No.: 3354-1999 1 Specimen, 2 Test Conditions 3 Test Steps.| |tt||4 Calculation 5 Test results 6 Test report Additional notes: Test method for tensile properties of unidirectional fiber reinforced plastics"《Standard 354-1999 Page 2 This standard is applicable to the determination of tensile strength, tensile elastic modulus, Poisson's ratio, elongation at break and stress-strain curve of unidirectional and orthogonally symmetrically laminated fiber reinforced plastic flat plates parallel to the fiber direction (O[0]) and perpendicular to the fiber direction (90[0]). inoaec.com Material tensile test Wei Zengma 54-1999 Page 3 1 Test specimen 1.1 Test specimen geometry and dimensions are shown in the following figure and table. Test specimen dimensions Dimensions, mm Test specimen type 0[0]/90[0]230 12.5±0.5 Note: ①The thickness of the arbitration specimen is 2.00.1mm1 ≥15[0]wwW.bzxz.Net ≥15[0] ≥15[0] ②When determining Poisson's ratio, a specimen without a reinforcing sheet may also be used. ③When determining 0[0] Poisson's ratio, the specimen width may also be 25±0.5mm. 1.2 Reinforcement sheet and its bonding method: 1.2.1 The reinforcement sheet can be made of glass fiber reinforced plastic plate with a thickness of 2 to 3 mm orthogonal ply or aluminum plate with a thickness of 1 to 3 mm. 1.2.2 The adhesive used for bonding the reinforcement sheet should ensure that the reinforcement sheet does not fall off during the test, and the curing temperature of the adhesive should not be higher than the molding temperature of the sample sheet. 1.2.3 When treating the surface of the sample where the reinforcement sheet is bonded, it is not allowed to damage the sample fiber. 1.2.4 The reinforcement sheet can be bonded after the sample is prepared, or it can be bonded as a whole piece before the sample is prepared, and then processed into a sample. The reinforcement sheets on both sides should be symmetrical. 1.3 The number of samples in each group should be no less than 5. Page 4 sinoaec.com Fiber reinforced plastic tensile properties test method" Material Code 3354-1999 2 Test conditions 2.1 Sample state adjustment and test standard environment shall be in accordance with GB1446 "Fiber reinforced plastic performance test method general rules" 2.2 Test equipment shall be in accordance with GB1446 .sinoaec.com 2.3 Loading speed: 2.3.1 When measuring tensile strength, the loading speed is 1~6mm/min, and the loading speed is 2mm/min during arbitration test. 2.3.2 When measuring tensile elastic modulus, Poisson's ratio, elongation at break and stress-strain curve, the loading speed is 1~6mm/min. Material tensile Test square Wei Zengma 354-1999 Page 5 3 Test steps 3.1 Prepare the specimen according to GB1446 and 1.2 of this standard. 3.2 Check the appearance of the specimen according to GB1446 3.3 Adjust the state of the specimen according to GB1446. 3.4 Number and mark the specimen, and measure the thickness and width of any three points in the working section and take the arithmetic mean. The measurement accuracy shall be in accordance with GB1446. 3.5 Clamp the specimen so that the axis of the specimen is consistent with the center line of the upper and lower chucks. 3.6 Install the instrument for measuring deformation or strain in the working section. Apply the initial load (about 5% of the failure load), check and adjust the specimen and the deformation or strain measurement system to make it in normal working condition. 3.7 When measuring the tensile elastic modulus, Poisson's ratio, elongation at break and stress-strain curve, use graded loading with a grade difference of 5-10% of the breaking load (at least five grades when measuring the tensile elastic modulus and Poisson's ratio), and record each grade of load and the corresponding deformation or strain value. Continuous loading can be performed when using an automatic recording device. 3.8 When measuring tensile strength, load continuously until the specimen is broken, and record the maximum load value and the form of specimen failure. 3.9 Draw a load-deformation or load-strain curve. 3.10 Any specimen whose failure occurs only in the clamping section should be discarded. When there are less than 5 valid specimens in the same batch, the test should be repeated. Page 6 Test method for tensile properties of materials 54-1999 4.1 Tensile strength is calculated according to formula (1): Where: ot- 4Calculation Tensile strength, kgf/cm[2] (MPa); Note: 1MPa=1N/mm[2]~10.2kgf/cm[2]Pb- a Maximum load value when the specimen is destroyed, kgf(N); b Width of specimen, cm(mm); h——Thickness of specimen, cm(mm). 4.2 The tensile elastic modulus is calculated according to formula (2): Ap·1 b·h·△l Tensile elastic modulus, kgf/cm[2] (MPa); where: Et Load increment of the initial straight line segment on the load-deformation curve or load-strain curve, kgf (N); Ap Measurement gauge length, cm (mm); Strain increment corresponding to △P. 4.3 The tensile elongation at failure is calculated according to formula (3): Alp Where: -tensile elongation at failure; -total elongation of gauge length 1 when the specimen fails, cm. Alb- 4.4Draw the stress-strain curve. 4.5 Poisson's ratio is calculated according to formula (4): (4) Page 7 .sinoaec.com Test Method for Tensile Properties of Fiber-Reinforced Plastics》Material Code 354-1999 Wherein: LT——Poisson's ratio; L, T——respectively the longitudinal (L-direction) strain and transverse (T-direction) strain corresponding to △P; 1L, 1T——respectively the longitudinal and transverse measurement gauge lengths, cm (mm); AIL, AIT ——respectively the deformation increments of gauge lengths 1L and 1T corresponding to △P, cm (mm). ·(5) · (6) Page 8 sinoaec.com Test method for tensile properties of fiber reinforced plastics》Material Code + 354-1999 5Test results Test results are in accordance with GB1446 .sinoaec.com Fiber Fiber reinforced plastics Material tensile Test method Strong plastic 3354-1999 Page 9|| tt||Test report Test report is in accordance with GB1446. .sinoaec.com Material tensile properties Directional fiber Dimensional reinforcement Test method Strong plastic rice 3354-1999 Page 10 Additional remarks: This standard is proposed by the State Building Materials Industry Bureau and the Ministry of Aviation Industry of the People's Republic of China, and is under the jurisdiction of the Fiber Reinforced Plastics Branch of the National Plastics Standardization Technical Committee. www sinoaec.com This standard was jointly drafted by the Harbin Glass Fiber Reinforced Plastics Research Institute of the State Building Materials Industry Bureau, the Aviation Materials Research Institute and the Beijing Institute of Aeronautics. The main drafters of this standard are Tao Yunbao, Zhang Genrong, Sun Yijuan, Jiang Zuoyi and Yang Naibin. From the date of implementation of this standard, the original building materials industry department standard JC290-81 will be invalidated. Test method for tensile properties of strong plastic rice materials 3354-1999 Page 11 Tip: This standard content only shows part of the intercepted content of the complete standard. If you need the complete standard, please go to the top to download the complete standard document for free.