Understanding formwork pressure generated by fresh concrete

Abstract: Correct prediction of the pressure on formwork from the fresh concrete to avoid under- or overestimating its value is vital in minimizing the cost of the formwork. Existing models for formwork pressure do not include the behaviour of the fresh concrete at rest, which is related to its consistency in terms of shear strength expressed as the slump value. With the introduction of self-compacting concrete (SCC), research efforts shifted to this material property at rest, i.e. the structural build-up. This chapter discusses existing models for conventional concrete, key parameters influencing formwork pressure and new models based on the structural behaviour of concrete at rest. Laboratory methods (more scientific) and industrial methods (more empirical) used to measure the static yield stress are presented.

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