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[1]QiangFu*,DitaoNiu,DanLi,YanWang,JianZhang,DaguanHuang.Impactcharacterizationandmodellingofbasalt-polypropylenefibre-reinforcedconcretecontainingmineraladmixtures[J].CementandConcreteComposites,2018,93:246-259.
(SCI)
[2]You-junXie,QiangFu*,Guang-chengLong,Ke-renZheng,HaoSong.Creeppropertiesofcementandasphaltmortar[J].ConstructionandBuildingMaterials,2014,70:9-16.
(SCI)
[3]You-junXie,QiangFu*,Ke-renZheng,QiangYuan,HaoSong.DynamicmechanicalpropertiesofcementandasphaltmortarbasedonSHPBtest[J].ConstructionandBuildingMaterials,2014,70:217-225.(SCI)
[4]QiangFu*,You-junXie,Guang-chengLong,FeiMeng,HaoSong.Temperaturesensitivityandmodelofstressrelaxationpropertiesofcementandasphaltmortar[J].ConstructionandBuildingMaterials,2015,84:1-11.(SCI)
[5]QiangFu*,You-junXie,Di-taoNiu,Guang-chengLong,Da-mingLuo,QiangYuan,HaoSong.Integratedexperimentalmeasurementandcomputationalanalysisofrelaxationbehaviorofcementandasphaltmortar[J].ConstructionandBuildingMaterials,2016,120:137-146.(SCI)
[6]QiangFu*,YoujunXie*,GuangchengLong,DitaoNiu,HaoSong.Dynamicmechanicalthermo-analysisofcementandasphaltmortar[J].PowderTechnology,2017,313:36-43.
(SCI)
[7]QiangFu*,YoujunXie*,GuangchengLong,DitaoNiu,HaoSong,XiguangLiu.ImpactcharacterizationandmodelingofcementandasphaltmortarbasedonSHPBexperiments[J].InternationalJournalofImpactEngineering,2017,106:44-52.(SCI)
[8]QiangFu*,DitaoNiu*,JianZhang,DaguanHuang,MengshuHong.Impactresponseofconcretereinforcedwithhybridbasalt-polypropylenefibers[J].PowderTechnology,2018,326:411-424.(SCI)
[9]QiangFu*,DitaoNiu*,JianZhang,DaguanHuang,YanWang,MengshuHong,LuZhang.Dynamiccompressivemechanicalbehaviourandmodellingofbasalt-polypropylenefibre-reinforcedconcrete[J].ArchievesofCivilandMechanicalEngineering,2018,18(3):914-927.(SCI)
[10]QiangFu*,YoujunXie,GuangchengLong,DitaoNiu,HaoSong.Effectofstrainrateoncompressivebehaviorandmodelingofcementandasphaltmortar[J].JournalofMaterialsinCivilEngineering,2018,30(3):04018018.(SCI)
[11]ZHUShengYang,FUQiang,CAIChengBiao,SPANOSPolD.Damageevolutionanddynamicresponseofcementasphaltmortarlayerofslabtrackundervehicledynamicload[J].ScienceChina:TechnologicalScience,2014,57(10):1883-1894.(SCI)
[12]NingLi,GuangchengLong,CongMa,QiangFu,XiaohuiZeng,KunlinMa,YoujunXie,BoteLuo.Propertiesofself-compactingconcrete(SCC)withrecycledtirerubberaggregate:Acomprehensivestudy[J].JournalofCleanerProduction,2019,236:117707.(SCI)
[13]NingLi,GuangchengLong,QiangFu,CongMa,KunlinMa,YoujunXie.Effectsoffreezeandcyclicloadonimpactresistanceoffillinglayerself-compactingconcrete(FLSCC)[J].KSCEJournalofCivilEngineering,2019,04.(SCI)
[14]NingLi,GuangchengLong,QiangFu*,HaoSong,CongMa,KunlinMa,YoujunXie,HeLi.Dynamicmechanicalcharacteristicsoffillinglayerself-compactingconcreteunderimpactloading[J].ArchievesofCivilandMechanicalEngineering,2019,19:851-861.(SCI)
[15]NingLi,GuangchengLong,QiangFu*,XuWang,KunlinMa,YoujunXie.Effectsoffreezeandcyclicflexuralloadonmechanicalevolutionoffillinglayerself-compactingconcrete[J].ConstructionandBuildingMaterials,2019,200:198-208.(SCI)
[16]DitaoNiu,DaguanHuang,QiangFu.Experimentalinvestigationoncompressivestrengthandchloridepermeabilityoffiber-reinforcedconcretewithbasalt-polypropylenefibers[J].AdvancesinStructuralEngineering,2019,10.1177/1369433219837387.
(SCI)
[17]DitaoNiu,DaguanHuang,HaoZheng,LiSu,QiangFu*,DamingLuo.Experimentalstudyonmechanicalpropertiesandfractaldimensionofporestructureofbasalt-polypropylenefiber-reinforcedconcrete[J].AppliedSciences,2019,9:1602.
(SCI)
[18]XiguangLiu,DitaoNiu,XingchenLi,YaoLv,QiangFu.PoresolutionpHforthecorrosioninitiationofrebarsembeddedinconcreteunderalong-termnaturalcarbonationreaction[J].AppliedSciences,2018,8(1):1-15.(SCI)
[19]傅强,郑克仁,谢友均,周锡玲,蔡锋良.水泥乳化沥青砂浆孔体积的分形特征[J].硅酸盐学报,2013,41(11):1551-1557.(EI)
[20]傅强,谢友均,郑克仁,宋昊,周锡玲.沥青对水泥沥青砂浆力学性能的影响[J].硅酸盐学报,2014,42(5):642-647.(EI)
[21]傅强,谢友均,郑克仁,宋昊,周锡玲.CRTSII型水泥乳化沥青砂浆力学性能的应变率效应及模型[J].硅酸盐学报,2014,42(8):989-995.(EI)
[22]傅强,郑克仁,谢友均,周锡玲,蔡锋良.铝粉掺量对水泥乳化沥青胶凝材料孔形貌的影响[J].硅酸盐学报,2014,42(10):1260-1265.(EI)
[23]傅强,谢友均,宋昊,周锡玲.水泥乳化沥青砂浆力学性能的分析模型[J].硅酸盐学报,2014,42(11):1396-1403.(EI)
[24]傅强,谢友均,龙广成,宋昊,殷水平.水泥乳化沥青砂浆的静态热机械性能及模型[J].硅酸盐学报,2015,43(5):555-562.(EI)
[25]傅强,谢友均,龙广成,马昆林,尹晓文.混凝土三轴蠕变统计损伤模型研究[J].工程力学,2013,30(10):2015-210.(EI)
[26]傅强,谢友均,郑克仁,曾晓辉.水泥乳化沥青砂浆统计损伤本构模型[J].西南交通大学学报,2014,49(1):111-118.(EI)
[27]傅强,谢友均,曾晓辉.水泥乳化沥青砂浆力学性能的能量机制[J].华南理工大学学报(自然科学版),2014,42(6):107-113.(EI)
[28]傅强,谢友均,龙广成,钱智铭.橡胶集料自密实混凝土的统计损伤本构关系[J].四川大学学报(工程科学版),2014,46(4):53-60.(EI)
[29]傅强,谢友均,龙广成,钱智铭,马昆林.橡胶集料自密实混凝土的毛细吸水试验研究[J].建筑材料学报,2015,18(1):17-23.(EI)
[30]傅强,牛荻涛,谢友均,龙广成,贺智敏.橡胶集料自密实混凝土的抗硫酸盐侵蚀性能[J].建筑材料学报,2017,20(3):359-365.(EI)
[31]张向东，傅强.冻土三轴蠕变特性试验研究及平面冻土墙厚度的确定[J].岩土力学，2011,32(8):2261-2266.(EI)
[32]张胜,傅强,周锡玲,龙广成,谢友均.CA砂浆力学性能的应变率敏感性及本构关系[J].华南理工大学学报(自然科学版),2014,42(11):106-112.(EI)
[33]周锡玲,谢友均,郑克仁,傅强.干湿循环作用下水泥乳化沥青砂浆质量变化与体积稳定性[J].硅酸盐学报,2018,46(7):901-910.(EI)
[34]傅强,谢友均,郑克仁,蔡锋良,周锡玲.水泥乳化沥青砂浆力学特性的龄期效应[J].北京工业大学报,2013,39(11):1607-1612.(CSCD)
[35]谢友均,傅强,龙广成,宋昊.基于SHPB试验的高速铁路CRTSII型CA砂浆动态性能[J].中国科学:技术科学,2014,44(7):672-680.(CSCD)
[36]尹晓文,傅强,高源,程健,李云.水泥沥青砂浆损伤本构关系研究[J].长江科学院院报,2015,32(8):110-113.(CSCD)
[37]尹晓文,傅强,董传卓,赵长勇,杨建,高源.干湿循环对CA砂浆力学性能影响的试验研究[J].长江科学院院报,2013,30(11):91-96.(CSCD)
[38]尹晓文,傅强,马昆林.冻土三轴蠕变非线性数学模型研究[J].冰川动土,2013,35(1):171-176.
[39]张向东，傅强.泥岩三轴蠕变实验研究[J].应用力学学报，2012,29(2):154-158.
[40]张向东,傅强,郑晓峰.煤矿泥岩流变模型辨识及支护方法的确定[J].力学与实践，2011,23(2):30-35.
[41]张向东,尹晓文,傅强.分级加载条件下紫色泥岩三轴蠕变特性研究[J].实验力学,2011,26(1):61-66.
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