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Development of Constitutive Relations for Plain and Reinforced Concrete

G. A. Hegemier / K. J. Cheverton / L. J. Hageman / P. V. Lade

The report presents progress made to-date on the construction of improved constitutive relations for plain and reinforced concrete. The report contains: (1) a comprehensive survey and assessment of the experimental and theoretical literature pertaining to plain concrete and steel-concrete interaction; (2) a new failure criterion for plain concrete that accurately reflects material behavior; and (3) a new theoretical framework for reinforced concrete that provides excellent simulation capability. Model validations are conducted for a certain class of plain and reinforced concrete problems. Keywords: Constitutive Models; Plain Concrete; Mixture Theories; Inelastic Response; Large Deformation; Plasticity.

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Development of Constitutive Relations for Plain and Reinforced Concrete

G. A. Hegemier / K. J. Cheverton / L. J. Hageman / P. V. Lade

The report presents progress made to-date on the construction of improved constitutive relations for plain and reinforced concrete. The report contains: (1) a comprehensive survey and assessment of the experimental and theoretical literature pertaining to plain concrete and steel-concrete interaction; (2) a new failure criterion for plain concrete that accurately reflects material behavior; and (3) a new theoretical framework for reinforced concrete that provides excellent simulation capability. Model validations are conducted for a certain class of plain and reinforced concrete problems. Keywords: Constitutive Models; Plain Concrete; Mixture Theories; Inelastic Response; Large Deformation; Plasticity.

Development of Constitutive Relations for Plain and Reinforced Concrete

G. A. Hegemier / K. J. Cheverton / L. J. Hageman / P. V. Lade

The report presents progress made to-date on the construction of improved constitutive relations for plain and reinforced concrete. The report contains: (1) a comprehensive survey and assessment of the experimental and theoretical literature pertaining to plain concrete and steel-concrete interaction; (2) a new failure criterion for plain concrete that accurately reflects material behavior; and (3) a new theoretical framework for reinforced concrete that provides excellent simulation capability. Model validations are conducted for a certain class of plain and reinforced concrete problems. Keywords: Constitutive Models; Plain Concrete; Mixture Theories; Inelastic Response; Large Deformation; Plasticity.

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Title:

Development of Constitutive Relations for Plain and Reinforced Concrete

Contributors:

G. A. Hegemier (author) / K. J. Cheverton (author) / L. J. Hageman (author) / P. V. Lade (author)

Publication date:

1982

Size:

324 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Construction Equipment, Materials, & Supplies , Reinforced concrete , Concrete , Deformation , Documents , Failure , Materials , Mixtures , Plastic properties , Behavior , Response , Rigidity , Simulation , Surveys , Theory , Constitutive relations

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