Toward Macro-Modeling of Alkali-Silica Reaction-Affected Structures
暂无分享,去创建一个
Frank J. Vecchio | Shamim A. Sheikh | Anca C. Ferche | Daman K. Panesar | S. Sheikh | F. Vecchio | D. Panesar | A. C. Ferche
[1] A. Shayan,et al. An experimental clarification of the association of delayed ettringite formation with alkali-aggregate reaction , 1996 .
[2] Graciela Marta Giaccio,et al. Mechanical behavior of concretes damaged by alkali-silica reaction , 2008 .
[3] F. Vecchio. Nonlinear Finite Element Analysis of Reinforced Concrete Membranes , 1989 .
[4] Frank J. Vecchio,et al. Finite Element Modeling of Concrete Expansion and Confinement , 1992 .
[5] Oguzhan Bayrak,et al. ASR/DEF-Damaged Bent Caps: Shear Tests and Field Implications , 2009 .
[6] F. Vecchio. DISTURBED STRESS FIELD MODEL FOR REINFORCED CONCRETE: FORMULATION , 2000 .
[7] Olivier Coussy,et al. Thermo-chemo-mechanics of ASR expansion in concrete structures , 2000 .
[8] H. Houari,et al. Swellings due to alkali-silica reaction and delayed ettringite formation: Characterisation of expansion isotropy and effect of moisture conditions , 2012 .
[9] Benoit Fournier,et al. Use of Damage Rating Index to Quantify Alkali-Silica Reaction Damage in Concrete: Fine versus Coarse Aggregate , 2016 .
[10] Karen Scrivener,et al. Micro-mechanical modelling of alkali–silica-reaction-induced degradation using the AMIE framework , 2010 .
[11] José L. D. Alves,et al. MACROSCOPIC MODEL OF CONCRETE SUBJECTED TO ALKALI-AGGREGATE REACTION , 2004 .
[12] Thomas E. Stanton,et al. California Experience With the Expansion of Concrete Through Reaction Between Cement and Aggregate , 1942 .
[13] Etienne Grimal,et al. Combination of Structural Monitoring and Laboratory Tests for Assessment of Alkali-Aggregate Reaction Swelling: Application to Gate Structure Dam , 2009 .
[14] B. P. Gautam. Multiaxially Loaded Concrete Undergoing Alkali-Silica Reaction (ASR) , 2016 .
[15] Patrice Rivard,et al. Assessing alkali-silica reaction damage to concrete with non-destructive methods: From the lab to the field , 2009 .
[16] Victor E. Saouma,et al. Constitutive Model for Alkali-Aggregate Reactions , 2006 .
[17] Frank J. Vecchio,et al. Nonlinear Finite Element Modeling of Reinforced Concrete Structures under Impact Loads , 2009 .
[18] Gérard Ballivy,et al. Assessment of the expansion related to alkali-silica reaction by the Damage Rating Index method , 2005 .
[19] F. Vecchio,et al. THE MODIFIED COMPRESSION FIELD THEORY FOR REINFORCED CONCRETE ELEMENTS SUBJECTED TO SHEAR , 1986 .
[20] E. Thorenfeldt. Mechanical properties of high-strength concrete and applications in design , 1987 .
[21] Sujeeva Setunge,et al. STRESS - STRAIN RELATIONSHIP OF CONFINED AND UNCONFINED CONCRETE , 1996 .
[22] Etienne Grimal,et al. Creep, Shrinkage, and Anisotropic Damage in Alkali-Aggregate Reaction Swelling Mechanism-Part I: A Constitutive Model , 2008 .
[23] Frank J. Vecchio,et al. Reinforced Concrete Membrane Element Formulations , 1990 .
[24] Victor E. Saouma,et al. Chemo-Mechanical Micromodel for Alkali-Silica Reaction , 2013 .
[25] J. Hanson,et al. EFFECT OF ALKALI SILICA REACTION EXPANSION AND CRACKING ON STRUCTURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS , 1998 .
[26] Erik Schlangen,et al. Modelling of Effect of ASR on Concrete Microstructure , 2007 .
[27] Stéphane Multon,et al. Structural behavior of concrete beams affected by alkali-silica reaction , 2005 .
[28] Alexander Steffens,et al. Mathematical model for kinetics of alkali-silica reaction in concrete , 2000 .
[29] E. Fairbairn,et al. Modelling the structural behaviour of a dam affected by alkali–silica reaction , 2005 .