Reinforcing or repairing concrete structures with fiber-sheet is an advanced new way to raise its load-bearing capacity and extend its life.
利用纤维薄板对混凝土构件进行加固或修补以提高其承载能力及延长使用寿命是一种新的先进补强方法。
An experimental study of the strength and deformation characteristics of carbon-fiber-sheet -reinforced concrete beams using digital speckle correlation method (DSCM) was performed.
通过用数字散斑相关方法(DSCM)对碳纤维布加固混凝土梁的实验，研究了碳布加固混凝土梁的承载力及变形行为。
The scanning electron microscope photographs show that the particles of the molecular sieve are well scattered on the surface and in the voids of the ceramic fiber sheet.
扫描电镜照片显示：分子筛颗粒较均匀地分散在陶瓷纤维纸的表面及空隙中。
The pulp was prepared with leather solid waste by the pretreatment and beating. The property of collagen fiber for papermaking was observed by compound sheet.
通过对皮革固体废弃物进行预处理、打浆得到胶原纤维浆料，将其与植物纤维配抄，对胶原纤维成纸性能进行了研究。
The results indicate that the carbon fiber sheet could effectively increase the flexural strength of reinforced concrete columns.
试验研究表明：碳纤维布对钢筋混凝土柱的承载能力具有良好的补强加固效果。
Concrete structure strengthened with carbon fiber reinforced plastic sheet (CFS) is a new retrofit method in the field of civil engineering.
碳素纤维布加固混凝土结构是一种新型结构加固方法。
Study on shear strength of concrete beam strengthened with carbon fiber reinforced plastic sheet;
碳素纤维布加固混凝土结构是一种新型结构加固方法。
The results indicate that the confinement of fiber sheet can increase the compressive strength and ultimate strain of reinforced concrete column remarkably.
结果表明：纤维布包裹加固钢筋混凝土柱的轴心抗压承载能力和极限应变明显提高；
Concrete structures strengthened with carbon fiber reinforced plastic sheet (CFS) is a new retrofit method in the field of civil engineering.
碳纤维布加固混凝土结构是一种新型结构加固方法。
The test results show that the luminous intensity of hollow center optical fiber changes obviously with the strain of the sheet.
测试结果表明，空心光纤随薄板材料形变输出光功率发生明显的变化。
The fibrous layers of the sheet material structure are made of urea formaldehyde glue and natural fiber things of natural fiber waste wood dust, bagasse, chaff, rice straws, reed straws, etc.
前述的板材结构，其中纤维层是以废弃的木屑、蔗渣、谷壳、稻草、芦苇草等天然纤维物混以甲醛尿素胶制成。
Characteristics of the sheet blending plant fiber and chrome-containing leather waste dealt with chemo-mechanical disposal were investigated.
研究了经过化学-机械处理后的制革含铬废革屑与植物纤维混合抄片的性能。
The major element that affects the electric conductivity of defected carbon fiber is the area of insulation sheet, by contrast, its position and number have little influence.
绝缘片的面积大小是影响有缺陷碳纤维混凝土导电性能的最主要因素，绝缘片的位置和数量对其影响较小。
A transparent multilayered sheet, a circuit board, and an optical waveguide are also provided which use a transparent substrate formed from this fiber-reinforced composite material.
本发明还提供使用由该纤维增强复合材料制成的透明基板的透明多层片、电路板和光波导。
Enlarging concrete section, enveloping iron and strengthening with carbon fiber sheet are the widely-used methods to strengthen concrete beam.
对于混凝土构件而言，常用的加固方法有：混凝土加大截面法、外包钢加固法、碳纤维布加固法等。
Exfoliated carbon fiber reinforced flexible graphite sheet (ECF-FGS) was prepared.
本工作制备了膨胀炭纤维增强柔性石墨复合材料。
This article follows up the change of lamella structure in PAN fiber spinning, preoxidation and carbonization process using electron microscope in order to find the evolution of sheet structure.
为了研究原丝中片层微观组织的演变性，借助电子显微镜，跟踪了片层组织结构在纺丝、预氧化和炭化过程中所发生的变化。
The technique of carbon fiber sheet (CFS) strengthening concrete structure has been widely used in the structure strengthening field.
如今，碳纤维布加固混凝土结构技术在结构加固领域广泛应用。
Experiment of 8 carbon fiber sheet (CFS) confined concrete columns and 1 reinforced concrete column subjected to constant vertical load and cyclic lateral load is introduced.
介绍了8根碳纤维布(CFS)约束的混凝土柱和1根混凝土柱在竖向力和往复水平力作用下的试验。研究缠绕cfs的混凝土柱的屈服后变形能力。
Wrapping carbon fiber reinforce polymer sheet (CFRP) and bonding Angle steel are two common methods in reinforced concrete columns reinforcement engineering nowadays.
当前的加固工程中，粘贴碳纤维片材和粘钢是较常用的两种方法。
This paper carries an experimental study on the pressed performance of the brick masonry square columns strengthened with Glass Fiber Reinforced Plastic (GFRP) sheet.
本文对玻璃纤维布(GFRP)加固砖柱的受压性能进行了试验研究。
This paper carries an experimental study on the pressed performance of the brick masonry square columns strengthened with Glass Fiber Reinforced Plastic (GFRP) sheet.
对外包钢加固轴心受压砖柱的受力特点和横向应变进行了分析，提出了外包钢约束作用下砖砌体侧向约束应力、抗压强度的计算方法。
This paper carries an experimental study on the pressed performance of the brick masonry square columns strengthened with Glass Fiber Reinforced Plastic (GFRP) sheet.
对外包钢加固轴心受压砖柱的受力特点和横向应变进行了分析，提出了外包钢约束作用下砖砌体侧向约束应力、抗压强度的计算方法。
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