Finite Element Analysis of Reinforced Concrete Structures
Also Known As:
The ACI SP-237:2006 standard is a collection of 19 papers presented at a workshop sponsored by the Joint ACI-ASCE Committee 447 and JCI Committee 016SP. The workshop took place in November 2003 in Maui, Hawaii, USA. The standard covers a wide range of topics related to the finite element analysis of reinforced concrete structures.
The papers in the standard discuss various aspects of finite element analysis, including the creation of experimental data sets for model development and validation, development and validation of constitutive models for plain, reinforced, and fiber-reinforced concrete, simulation of the response of reinforced concrete continua, improved simulation of component response through new element formations, and new computational techniques.
The standard includes papers on topics such as the deterioration mechanism of shear-resisting systems in RC beams, consideration of scale effect in reinforced concrete members subjected to shear loading, experimental study of recovered properties of retrofit concrete members, fatigue failure criterion for deformed bars, and finite element analysis of steel fiber reinforced concrete beams failing in shear.
Descriptors | Finite Element Analysis |
Language(s) | English |
File Size | 7.5 MB |