In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
American Concrete Institute
38800 Country Club Dr.
Farmington Hills, MI
Chat with Us Online Now
Feedback via Email
Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Integrated Formwork Elements Made of Textile-Reinforced Concrete
Author(s): W. Brameschuber, M. Koster, J. Hegger, and S. Voss
Publication: Special Publication
Appears on pages(s): 35-48
Keywords: ceiling boards; integrated formwork elements; textile-reinforced concrete
Abstract:The aim of this research project was to develop a textile-reinforced concrete ceiling board that remains as part of the ceiling after completion. The lost formwork element was designed to carry the load of a 200 mm (7.87 inch) thick layer of fresh concrete. The influence of different reinforcement textiles was examined. The load bearing capacity and the serviceability were investigated by 4-point bending tests. The bond to the top concrete layer was examined by bending tests carried out on composite beams consisting of the formwork element with a top concrete layer. To test the loadbearing capacity when the element is used as part of a one-way spanning slab, composite slabs of three formwork elements with steel-reinforced top concrete were cast and tested. The resistance to fire of the integrated formwork elements was investigated by conducting standardized fire tests. The results from this investigation demonstrate that the developed textile reinforced concrete formwork element successfully achieved the designed load-bearing capacity and serviceability requirements.
Click here to become an online Journal subscriber