High Performance Concrete Recommended Extensions To The Model Code 90 Research Needs

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High performance concrete recommended extensions to the model code 90 research needs

Author: FIB – International Federation for Structural Concrete
language: en
Publisher: FIB - International Federation for Structural Concrete
Release Date: 1995-07-01
The report has been prepared by the Joint Working Group on High Strength/High Performance Concrete, set up by CEB and FIP and comprising 15 experts from Europe, North America, Japan and Australia. Part one 'Recommended Extensions to Model Code 90' identifies the lacuna in existing regulations and proposes supplementary or alternative solutions to be applied with caution for concrete grades above C 50. In order to facilitate its use the report is edited in two columns following the numbering of the CEB-FIP Model Code 1990. It will be presented for approval to the 30th CEB Plenary Session in Berlin, September 1995. Part two identifies the research needs resulting from those clauses of Model Code 90 which needed amendments. Also more basic research needed for a better understanding of mechanical, physical and chemical processes which cannot be connected directly to a short-term application has been included."--Back cover.
High Performance Concrete

Author: CEB-FIP Working Group on High Strength/High Performance Concrete
language: en
Publisher:
Release Date: 1995
Lightweight Aggregate Concrete - Recommended extensions to Model Code 90, Identification of research needs & Case studies

Author: fib Fédération internationale du béton
language: en
Publisher: fib Fédération internationale du béton
Release Date: 2000-03-01
"In 1993, the CEB Commission 2 Material and Behavior Modelling established the Task Group 2.5 Bond Models. It's terms of reference were ... to write a state-of-art report concerning bond of reinforcement in concrete and later recommend how the knowledge could be applied in practice (Model Code like text proposal)... {This work} covers the first part ... the state-of-art report."--Pref.