Civil Engineering Association

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Manual for Quality Control for Plants and Production of Glass Fiber Reinforced Concrete Products

This manual has been prepared as a guideline for the manufacture of glass fiber reinforced concrete.
Note: MNL-130-10 will be effective for all GFRC (Group and Category G) PCI Plant Certification audits after July 1, 2010.

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N4: Extracts from Codes and Standards, State of the Art Report

Category: Guide (part 1), technical report (part 2) and state-of-the-art report (part 3)
Year: 2000
As a background for an extension of the CEB/FIP Model Code 1990 (MC 90) it delivered firstly Bulletin 4. Similarly to what has been done before in the field of High Strength / High Performance Concrete the present guide identifies the lacunae in the existing MC90 and proposes supplementary or alternative solutions to be applied for lightweight aggregate concretes. The technical report identifies the research needs resulting from those clauses of MC 90 which need amendment, and for which more basic research should provide a better understanding of mechanical, physical and chemical processes. The state-of-art report documents 33 application examples of projects world-wide.

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N5: Protective Systems Againts Hazards-Nature and Extent of the Problem-Technical report

This report is the first of an intended series of three reports on structural protective systems against hazards.

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N6: Special Design Considerations for Precast Hollow Core Floors-Guide to good pracrtice

Special design considerations for precast prestressed hollow core floors. Guide to good practice

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N7: Corrugated Plastic Ducts for Internal Bonded Post Tensioning-Technical report

This report aims to provide guidance to owners and designers on how to assess corrugated plastic duct systems for bonded post-tensioning and their use.

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N9: Guidance for Good Bridge Design (Part 1 and 2)

Addressed to designers and even more so to owners and project managers, part 1 is meant as a guide to an efficient selection of designers and contractors, and to the preparation of fair contracts providing high quality at reasonable cost. Part 2 is a more technical part which is mainly addressed to bridge designers and devoted to a systematic analysis of structural and constructional bridge concepts.

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N11: Factory Applied Corrosion Protection of Prestressing Steel. State of the art report

The report is addressed to designers and installers (executing persons) attempting to inform them about the various possibilities for industrially applied corrosion protection and to provide the necessary knowledge for their application.

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N12: Punching of Structural Concrete Slabs. Technical report

This fib Bulletin reviews the development of design models and theoretical analyses since the CEB Bulletin 168 Punching Shear in Reinforced Concrete - State-of-the-Art Report published in 1985

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N13: Nuclear Contaminents. State of the art report

This state-of-art report includes considerations on safety as the basic purpose of nuclear containment, which underlies all design and construction aspects and necessitates a strict monitoring and inspection program during the whole life of the structure.

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N14: Externally Bonded FRP Reinforcement for RC Structures. Technical report

This bulletin gives detailed design guidelines on the use of FRP EBR, the practical execution and the quality control, based on the current expertise and state-of-the-art knowledge of the task group members.

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N15: Durability of Post Tensioning Tendons. Technical report

The following bulletin describes the performance of post-tensioning tendons in internal grouted ducts in bridges in the UK and the reasons that lead to the (then) Department of Transports moratorium on this type of construction in 1992.

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N16: Design Examples for the 1996 FIP Reccomendatrions. Pracrtical design of strcutural concrete

The main objective of this Bulletin is now to demonstrate by practical examples the application of these recommendations, and especially to illustrate the use of strut-and-tie models for designing discontinuity regions in concrete structures.

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N18: Recycling of Offshore Concrete Structures. State of the art report

This report confirms that removal, re-use wholly or in part, and complete demolition and recycling of CGS (Concrete Gravity Structures) are technically feasible.

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N19: Precast Concrete in Mixed Construction. State of the art report

The purpose of this publication is to show how precast concrete may be mixed in combination with other structural materials to maximise overall building performance.

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N20: Grouting of Tendons in Prestressed Concrete. Guide to good practice

This guide to good practice applies to grouting of post tensioning prestressing tendons inside ducts using cement grout. It is intended to cover injection of grout into ducts for both internal and external tendons.

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N21: Enviromental Issues in Prefabrication. State of the art report

A state of the art report that would make a sort of inventory of all environmental issues in prefabrication, identify areas for improvement and collecting available documentation expected to be required for the activities in the future.

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N22: Monitoring and Saftey Evaluation of Existing Concrete Structures

The main aim of this report is to provide a rational procedure to obtain an optimal technical-economic performance of concrete structures in service and to ensure a feedback of experience gained to design, execution, maintenance and rehabilitation.

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