【摘要】：通過(guò)單軸受壓強(qiáng)度和變形特性試驗(yàn),研究了聚乙烯醇(PVA)纖維體積摻量、粉煤灰及硅灰摻量對(duì)高韌性PVA纖維增強(qiáng)水泥基復(fù)合材料(PVA-FRCC)受壓性能的影響;依據(jù)測(cè)得的抗壓強(qiáng)度、彈性模量、泊松比以及單軸受壓應(yīng)力-應(yīng)變?nèi)�,分別建立了立方體抗壓強(qiáng)度與軸心抗壓強(qiáng)度以及彈性模量的關(guān)系式;利用掃描電鏡技術(shù),對(duì)高韌性PVA-FRCC的微觀結(jié)構(gòu)進(jìn)行了初步研究;基于實(shí)測(cè)應(yīng)力-應(yīng)變曲線的特點(diǎn),提出了單軸受壓本構(gòu)方程,為高韌性PVA-FRCC結(jié)構(gòu)非線性有限元分析及結(jié)構(gòu)設(shè)計(jì)提供了理論依據(jù).
[Abstract]:Through uniaxial compression strength and deformation test, the effects of volume content of PVA (PVA) fiber, fly ash and silica fume on compressive properties of high toughness PVA fiber reinforced cement matrix composite (PVA-FRCC) were studied. According to the measured compressive strength, elastic modulus, Poisson's ratio and the full stress-strain curve of uniaxial compression, the relationship between cube compressive strength and axial compressive strength and elastic modulus is established respectively. The microstructure of high toughness PVA-FRCC was studied by scanning electron microscopy (SEM). Based on the characteristics of measured stress-strain curves, a uniaxial compression constitutive equation is proposed, which provides a theoretical basis for nonlinear finite element analysis and structural design of high-toughness PVA-FRCC structures.
【作者單位】： 河南理工大學(xué)土木工程學(xué)院;
【基金】：國(guó)家自然科學(xué)基金資助項(xiàng)目(51208183) 河南省科技攻關(guān)項(xiàng)目(132102310312) 河南省自然科學(xué)研究計(jì)劃項(xiàng)目(12B560006) 河南理工大學(xué)博士基金資助項(xiàng)目(B2012-032)
【分類(lèi)號(hào)】：TU528.041
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本文編號(hào)：2415743