Year |
Citation |
Score |
2020 |
Tong T, Wang W, Yu Q, Pan C. Subcritical Crack Growth in Cementitious Materials Subject to Chemomechanical Deterioration: Numerical Analysis Based on Lattice Model Journal of Materials in Civil Engineering. 32: 4020330. DOI: 10.1061/(Asce)Mt.1943-5533.0003414 |
0.324 |
|
2018 |
Zhu Y, Li HR, Yu Q, Chen XD, Wei K, Luo WT, Chen ZH, Chen LJ. Responses of soil nutrients and biological characteristics to nitrogen deposition in Hulun Buir Grassland, China. Ying Yong Sheng Tai Xue Bao = the Journal of Applied Ecology. 29: 3221-3228. PMID 30325146 DOI: 10.13287/j.1001-9332.201810.040 |
0.316 |
|
2018 |
Liu H, Hu P, Yu Q, Liu Z, Zhu T, Luo W, Zhou L, Mai L. Boosting the Deep Discharging/Charging Lithium Storage Performances of Li3VO4 through Double-Carbon Decoration. Acs Applied Materials & Interfaces. PMID 29943974 DOI: 10.1021/Acsami.8B08483 |
0.339 |
|
2017 |
Yu Q, Guan D, Zhuang Z, Li J, Shi C, Luo W, Zhou L, Zhao D, Mai L. Mass Production of Monodisperse Carbon Microspheres with Size-Dependent Supercapacitor Performance via Aqueous Self-Catalyzed Polymerization. Chempluschem. 82: 872-878. PMID 31961567 DOI: 10.1002/Cplu.201700182 |
0.38 |
|
2017 |
Strauss A, Wan-Wendner R, Vidovic A, Zambon I, Yu Q, Frangopol DM, Bergmeister K. Gamma prediction models for long-term creep deformations of prestressed concrete bridges Journal of Civil Engineering and Management. 23: 681-698. DOI: 10.3846/13923730.2017.1335652 |
0.304 |
|
2017 |
Wang W, Tong T, Tan S, Yu Q. Subcritical Crack Growth in Cementitious Materials Subject to Chemomechanical Deterioration—Experimental Test Using Specimens of Negative Geometry Journal of Applied Mechanics. 84: 41004. DOI: 10.1115/1.4035523 |
0.308 |
|
2016 |
Liu Q, Xu Q, Yu Q, Gao R, Tong T. Experimental investigation on mechanical and piezoresistive properties of cementitious materials containing graphene and graphene oxide nanoplatelets Construction and Building Materials. 127: 565-576. DOI: 10.1016/J.Conbuildmat.2016.10.024 |
0.318 |
|
2016 |
Yu Q, Le J, Hubler MH, Wendner R, Cusatis G, Bažant ZP. Comparison of main models for size effect on shear strength of reinforced and prestressed concrete beams Structural Concrete. 17: 778-789. DOI: 10.1002/Suco.201500126 |
0.75 |
|
2015 |
Wendner R, Tong T, Strauss A, Yu Q. A case study on correlations of axial shortening and deflection with concrete creep asymptote in segmentally-erected prestressed box girders Structure and Infrastructure Engineering. 11: 1672-1687. DOI: 10.1080/15732479.2014.992442 |
0.372 |
|
2013 |
Yu Q, Bažant ZP, Le J. Scaling of Strength of Metal-Composite Joints—Part III: Numerical Simulation Journal of Applied Mechanics. 80. DOI: 10.1115/1.4023643 |
0.696 |
|
2013 |
Bažant ZP, Yu Q. Relaxation of Prestressing Steel at Varying Strain and Temperature: Viscoplastic Constitutive Relation Journal of Engineering Mechanics. 139: 814-823. DOI: 10.1061/(Asce)Em.1943-7889.0000533 |
0.475 |
|
2013 |
Kim KT, Bažant ZP, Yu Q. Non-uniqueness of cohesive-crack stress-separation law of human and bovine bones and remedy by size effect tests International Journal of Fracture. 181: 67-81. DOI: 10.1007/S10704-013-9821-8 |
0.423 |
|
2012 |
Yu Q, Bazant ZP, Wendner R. Improved algorithm for efficient and realistic creep analysis of large creep-sensitive concrete structures Aci Structural Journal. 109: 665-675. DOI: 10.14359/51684044 |
0.546 |
|
2012 |
Bažant ZP, Yu Q, Li G. Excessive Long-Time Deflections of Prestressed Box Girders. I: Record-Span Bridge in Palau and Other Paradigms Journal of Structural Engineering. 138: 676-686. DOI: 10.1061/(Asce)St.1943-541X.0000487 |
0.558 |
|
2012 |
Bažant Z˘P, Yu Q, Li G. Excessive Long-Time Deflections of Prestressed Box Girders. II: Numerical Analysis and Lessons Learned Journal of Structural Engineering. 138: 687-696. DOI: 10.1061/(Asce)St.1943-541X.0000375 |
0.527 |
|
2011 |
Bazant ZP, Hubler MH, Yu Q. Pervasiveness of Excessive Segmental Bridge Deflections: Wake-Up Call for Creep Aci Structural Journal. 108: 766-774. DOI: 10.14359/51683375 |
0.728 |
|
2011 |
Yu Q, Bažant ZP. Can Stirrups Suppress Size Effect on Shear Strength of RC Beams? Journal of Structural Engineering. 137: 607-617. DOI: 10.1061/(Asce)St.1943-541X.0000295 |
0.604 |
|
2011 |
Bažant ZP, Yu Q. Size-Effect Testing of Cohesive Fracture Parameters and Nonuniqueness of Work-of-Fracture Method Journal of Engineering Mechanics. 137: 580-588. DOI: 10.1061/(Asce)Em.1943-7889.0000254 |
0.567 |
|
2010 |
Yu Q, Bažant ZP, Bayldon J, Le JL, Caner FC, Ng WH, Waas AM, Daniel IM. Scaling of strength of metal-composite joints-Part I: Experimental investigation Journal of Applied Mechanics, Transactions Asme. 77: 1-8. DOI: 10.1115/1.3172254 |
0.751 |
|
2010 |
Yu Q, Le JL, Hoover CG, Bažant ZP. Problems with hu-duan boundary effect model and its comparison to size-shape effect law for quasi-brittle fracture Journal of Engineering Mechanics. 136: 40-50. DOI: 10.1061/(Asce)Em.1943-7889.89 |
0.741 |
|
2009 |
Bazant ZP, Yu Q. Does Strength Test Satisfying Code Requirement for Nominal Strength Justify Ignoring Size Effect in Shear Aci Structural Journal. 106: 14-19. DOI: 10.14359/56279 |
0.571 |
|
2009 |
Le J, Bažant ZP, Yu Q. Scaling of Strength of Metal-Composite Joints—Part II: Interface Fracture Analysis Journal of Applied Mechanics. 77. DOI: 10.1115/1.3172152 |
0.683 |
|
2009 |
Bažant ZP, Yu Q. Universal Size Effect Law and Effect of Crack Depth on Quasi-Brittle Structure Strength Journal of Engineering Mechanics. 135: 78-84. DOI: 10.1061/(Asce)0733-9399(2009)135:2(78) |
0.573 |
|
2008 |
Bazant ZP, Yu Q. Minimizing Statistical Bias to Identify Size Effect from Beam Shear Database Aci Structural Journal. 105: 685-691. DOI: 10.14359/20096 |
0.593 |
|
2007 |
Bazant ZP, Yu Q, Gerstle W, Hanson J, Ju JW. Justification of ACI 446 Proposal for Updating ACI Code Provisions for Shear Design of Reinforced Concrete Beams Aci Structural Journal. 104: 601-610. DOI: 10.14359/18862 |
0.558 |
|
2006 |
Bažant ZP, Zhou Y, Daniel IM, Caner FC, Yu Q. Size effect on strength of laminate-foam sandwich plates Journal of Engineering Materials and Technology, Transactions of the Asme. 128: 366-374. DOI: 10.1115/1.2194557 |
0.74 |
|
2006 |
Bayldon J, Bažant ZP, Daniel IM, Yu Q. Size effect on compressive strength of sandwich panels with fracture of woven laminate facesheet Journal of Engineering Materials and Technology, Transactions of the Asme. 128: 169-174. DOI: 10.1115/1.2172277 |
0.441 |
|
2006 |
Bažant ZP, Yu Q. Reliability, Brittleness, Covert Understrength Factors, and Fringe Formulas in Concrete Design Codes Journal of Structural Engineering. 132: 3-12. DOI: 10.1061/(Asce)0733-9445(2006)132:1(3) |
0.547 |
|
2006 |
Bažant ZP, Yu Q. Size Effect on Strength of Quasibrittle Structures with Reentrant Corners Symmetrically Loaded in Tension Journal of Engineering Mechanics. 132: 1168-1176. DOI: 10.1061/(Asce)0733-9399(2006)132:11(1168) |
0.597 |
|
2005 |
Bažant ZP, Yu Q. Designing Against Size Effect on Shear Strength of Reinforced Concrete Beams Without Stirrups: II. Verification and Calibration Journal of Structural Engineering. 131: 1886-1897. DOI: 10.1061/(Asce)0733-9445(2005)131:12(1886) |
0.598 |
|
2005 |
Bažant ZP, Yu Q. Designing Against Size Effect on Shear Strength of Reinforced Concrete Beams Without Stirrups: I. Formulation Journal of Structural Engineering. 131: 1877-1885. DOI: 10.1061/(Asce)0733-9445(2005)131:12(1877) |
0.61 |
|
2002 |
Bažant ZP, Yu Q, Zi G. Choice of standard fracture test for concrete and its statistical evaluation International Journal of Fracture. 118: 303-337. DOI: 10.1023/A:1023399125413 |
0.642 |
|
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