Joints of Precast Structures Using UHPC

Jan L. Vitek; David Čítek; Robert Coufal

doi:10.4028/www.scientific.net/SSP.259.164

Paper Titles

Application of Precast UHPC Web Members for Long-Span Bridge Structures
p.140

The Approach Slab Experiment - Design and Set up of the Experiment
p.146

Non-Linear FEM Analysis of Integral Bridges Transition Area
p.152

Effects of Differential Shrinkage in Concrete Bridges
p.158

Joints of Precast Structures Using UHPC
p.164

The Use of Moment-Resisting Frames and Braced Frames for Lateral Stability of Multy-Storey Precast Concrete Structures
p.173

Strut-and-Tie Model for Predicting the Punching Shear of Flat Slabs with Shear Reinforcement
p.178

Nonlinear Analysis of Precast Dapped-End Beams
p.184

Assessment of the Effects of Wind on Multi-Storey and High-Rise Concrete Building
p.190

HomeSolid State PhenomenaSolid State Phenomena Vol. 259Joints of Precast Structures Using UHPC

Joints of Precast Structures Using UHPC

Abstract:

Construction time becomes an important economical phenomenon, in last years in particular, which is comparable e.g. with consumption of materials. Construction and repair of bridges with a composite concrete slab may be accelerated by prefabrication. The joints of precast slab elements become then the weak places. Application of UHPC in joints solves this problem due to its excellent mechanical properties.

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Periodical:

Solid State Phenomena (Volume 259)

Pages:

164-169

DOI:

https://doi.org/10.4028/www.scientific.net/SSP.259.164

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Online since:

May 2017

Authors:

Jan L. Vitek*, David Čítek, Robert Coufal

Keywords:

Bond, Composite Steel-Concrete Bridge, Joint, Precast Slab, Ultra-High Performance Concrete (UHPC)

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References

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