混凝土与水泥制品
混凝土與水泥製品
혼응토여수니제품
China Concrete and Cement Products
2015年
10期
60-63
,共4页
SFRC%正交试验%本构模型
SFRC%正交試驗%本構模型
SFRC%정교시험%본구모형
SFRC%Orthogonal experiment%Constitutive model
在三种气压下,采用SHPB装置对四因素四水平正交试验的SFRC试件进行冲击试验。给出了不同因素对SFRC动态抗压强度影响的主次关系、显著程度和最优组合,分析了SFRC试件的破坏形态,用含损伤因子的ZWT本构模型对SFRC力学行为进行了拟合。试验结果表明,砂率在低应变率下对强度影响最大,水胶比在中高应变率下对强度影响最大。受冲击时高钢纤维掺量能强化钢纤维增韧效果,弓形钢纤维更易保持SFRC试件形状。
在三種氣壓下,採用SHPB裝置對四因素四水平正交試驗的SFRC試件進行遲擊試驗。給齣瞭不同因素對SFRC動態抗壓彊度影響的主次關繫、顯著程度和最優組閤,分析瞭SFRC試件的破壞形態,用含損傷因子的ZWT本構模型對SFRC力學行為進行瞭擬閤。試驗結果錶明,砂率在低應變率下對彊度影響最大,水膠比在中高應變率下對彊度影響最大。受遲擊時高鋼纖維摻量能彊化鋼纖維增韌效果,弓形鋼纖維更易保持SFRC試件形狀。
재삼충기압하,채용SHPB장치대사인소사수평정교시험적SFRC시건진행충격시험。급출료불동인소대SFRC동태항압강도영향적주차관계、현저정도화최우조합,분석료SFRC시건적파배형태,용함손상인자적ZWT본구모형대SFRC역학행위진행료의합。시험결과표명,사솔재저응변솔하대강도영향최대,수효비재중고응변솔하대강도영향최대。수충격시고강섬유참량능강화강섬유증인효과,궁형강섬유경역보지SFRC시건형상。
At three different pressures, the impact tests of SFRC specimens with orthogonal tests of four factors and four levels are carried out by using 74mm SHPB test device. The primary and secondary relationships, significant degree and optimal combination of different factors on dynamic compressive strength of SFRC are given, the damage form of SFRC is analyzed, and the mechanical behavior of SFRC is fitted by using ZWT constitutive model with damage factor. The re-sults show that the sand rate is the biggest impact on strength in the low stain rate, the water cement ratio is the biggest impact on strength in the high stain rate, high steel fiber content can strengthen toughening effect of steel fiber by impact, bow steel fiber is more easily to maintain shape of SFRC.