CN206756566U - 一种标准厚度单层复合材料力学试样 - Google Patents

一种标准厚度单层复合材料力学试样 Download PDF

Info

Publication number
CN206756566U
CN206756566U CN201720411506.0U CN201720411506U CN206756566U CN 206756566 U CN206756566 U CN 206756566U CN 201720411506 U CN201720411506 U CN 201720411506U CN 206756566 U CN206756566 U CN 206756566U
Authority
CN
China
Prior art keywords
single layer
sample
standard thickness
thickness
layer composite
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201720411506.0U
Other languages
English (en)
Inventor
刘立朋
陈蔚
翟全胜
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
AVIC Composite Corp Ltd
Original Assignee
AVIC Composite Corp Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by AVIC Composite Corp Ltd filed Critical AVIC Composite Corp Ltd
Priority to CN201720411506.0U priority Critical patent/CN206756566U/zh
Application granted granted Critical
Publication of CN206756566U publication Critical patent/CN206756566U/zh
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

本实用新型属于复合材料试验技术领域,涉及一种标准厚度单层复合材料力学试样。标准厚度单层复合材料力学试样的单层由铺层组结构构成,铺层组结构内的单层厚度为标准厚度单层复合材料力学试样的单层厚度的1/N,其中,N为铺层组结构内的单层的层数,且每个铺层组结构内的单层数量相同。本实用新型设计的标准厚度单层复合材料力学试样采用与待力学结构化效应评定的复合材料力学试样不仅采用完全相同的预浸料体系,而且预浸料厚度也完全相同,可完全排除材料性能差异的影响,科学合理地评定复合材料因单层薄化所产生的力学结构化效应。

Description

一种标准厚度单层复合材料力学试样
技术领域
本实用新型属于复合材料试验技术领域,涉及一种标准厚度单层复合材料力学试样。
背景技术
复合材料具有多层次的结构特征,其是数个单层结构的叠合体,从复合材料理论上来讲,相比于标准厚度单层(多为0.125mm或0.2mm)复合材料,单层薄化的复合材料在诸如冲击后压缩性能、纵横剪切等性能方面会产生力学结构化效应,力学结构化效应采用标准厚度单层复合材料试样力学性能为基准进行评定。传统上,标准厚度单层复合材料力学试样的制备采用标准厚度的预浸料,然而如此设计的标准厚度单层复合材料力学试样是有缺陷的,最核心的原因是,标准厚度单层复合材料力学试样与其待对比的其它单层厚度的复合材料力学试样,所用的预浸料体系厚度不同,基于现有的预浸料制备工艺,厚度不同的预浸料在制备过程中纤维损伤程度不同,力学结构化效应评定会纳入材料性能差异的影响,因此非常有必要重新设计标准厚度单层复合材料力学试样,以消除材料性能差异的影响,更加科学合理地评定复合材料因单层薄化所产生的力学结构化效应。
发明内容
本实用新型的目的:针对传统标准厚度单层复合材料力学试样存在的缺陷,提出一种标准厚度单层复合材料力学试样。
本实用新型的技术方案是:标准厚度单层复合材料力学试样的单层由铺层组结构构成,铺层组结构内的单层厚度为标准厚度单层复合材料力学试样的单层厚度的1/N,其中,N为铺层组结构内的单层的层数,且每个铺层组结构内的单层数量相同。
本实用新型具有的优点和有益效果:本实用新型设计的标准厚度单层复合材料力学试样采用与待力学结构化效应评定的复合材料力学试样不仅采用完全相同的预浸料体系,而且预浸料厚度也完全相同,可完全排除材料性能差异的影响,科学合理地评定复合材料因单层薄化所产生的力学结构化效应。
附图说明
图1:标准厚度单层复合材料力学试样结构示意图。
具体实施方式
标准厚度单层复合材料力学试样的单层1由铺层组结构构成,铺层组结构内的单层2厚度为标准厚度单层复合材料力学试样的单层厚度的1/N,其中,N为铺层组结构内的单层的层数,且每个铺层组结构内的单层数量相同。
具体实施例
用于评定单层厚度0.025mm、标准单层厚度0.125mm的ZT7H/5429冲击后压缩强度力学试样。
该标准厚度0.125mm单层的ZT7H/5429复合材料力学试样的单层由铺层组结构构成,铺层组结构内的单层厚度0.025mm为标准厚度单层复合材料力学试样的单层厚度0.125mm的1/5,其中,铺层组结构内的单层的层数为5,且每个铺层组结构内的单层数量相同。

Claims (1)

1.一种标准厚度单层复合材料力学试样,其特征在于,标准厚度单层复合材料力学试样的单层由铺层组结构构成,铺层组结构内的单层厚度为标准厚度单层复合材料力学试样的单层厚度的1/N,其中,N为铺层组结构内的单层的层数,且每个铺层组结构内的单层数量相同。
CN201720411506.0U 2017-04-19 2017-04-19 一种标准厚度单层复合材料力学试样 Active CN206756566U (zh)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720411506.0U CN206756566U (zh) 2017-04-19 2017-04-19 一种标准厚度单层复合材料力学试样

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720411506.0U CN206756566U (zh) 2017-04-19 2017-04-19 一种标准厚度单层复合材料力学试样

Publications (1)

Publication Number Publication Date
CN206756566U true CN206756566U (zh) 2017-12-15

Family

ID=60614277

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720411506.0U Active CN206756566U (zh) 2017-04-19 2017-04-19 一种标准厚度单层复合材料力学试样

Country Status (1)

Country Link
CN (1) CN206756566U (zh)

Similar Documents

Publication Publication Date Title
Sadrolodabaee et al. A textile waste fiber-reinforced cement composite: comparison between short random fiber and textile reinforcement
Askarinejad et al. Effects of humidity on shear behavior of bamboo
CN107153745B (zh) 一种考虑纤维滑移的钢纤维混凝土弹塑性本构模型构建方法
Laffan et al. Mixed-mode translaminar fracture of CFRP: Failure analysis and fractography
Reddy et al. Tensile and water absorption properties of FRP composite laminates without voids and with voids
CN206756566U (zh) 一种标准厚度单层复合材料力学试样
CN113239583B (zh) 一种复合材料本构模型的构建方法及系统
Li et al. The effects of delamination deficiencies on compressive mechanical properties of reinforced composite skin structures
Coppola et al. New materials and technologies for durability and conservation of building heritage
Zhou et al. Fabrication and Performance of a Glue-Pressed Engineered Honeycomb Bamboo (GPEHB) Structure with Finger-jointed Ends as a Potential Substitute for Wood Lumber.
Yang et al. Experimental Study on the Mechanical Properties of Hybrid Basalt-Polypropylene Fibre-Reinforced Gangue Concrete
Kashevarova et al. Computational and experimental research of the contact debonding process when rigid reinforcement is pressed into concrete
Li et al. Study on the properties of straw fiber reinforced cement-based composite
Kahandawa et al. Identification of distortions to FBG spectrum using FBG fixed filters
Yang et al. Experimental research on the relationship between splitting tensile strength and compressive strength of ceramisite concrete
Wang et al. The analysis on how the polypropylene fiber reinforced concrete works
CN204547241U (zh) 一种具有韧性纤维层的木塑结构
CN108871971A (zh) 树脂基三维正交机织复合材料弯曲疲劳应力水平设置方法
Jamshaid et al. Durability and Accelerated Ageing of Natural Fibers in Concrete as a Sustainable Construction Material
Ferreira et al. Bond Behavior of a Bio-Aggregate Embedded in Cement-Based Matrix
Soleymani et al. Effect of resin pocket area on the mechanical strength and crack propagation of tapered sandwich composites
Yazdi et al. The effect of concrete containing recycled concrete aggregate and crushed clay bricks on slab under dynamic loading
Yang et al. Experimental research on compressive strength-size effect of ceramisite concrete
Wu et al. Effect of Cooling Method on Physical and Mechanical Properties of PVA Fiber-Reinforced High-Strength Concrete Exposed to High Temperature
Hu The Implementation of Waste Sawdust in Concrete

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant