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Document type:
Masterarbeit 
Author(s):
Vilkauss, Karlis 
E-mail address:
info.statik@tum.de 
Title:
Finite element analysis of reinforced concrete slab in cracked state 
Abstract:
This Master Thesis deals with prediction of reinforced concrete slabs after they have started to crack. Tension In uncracked state of reinforced concrete slabs is carried by concrete and steel reinforcement. In Fully cracked state tension is carried by pure steel reinforcement. However, between these two states some tension is carried by concrete between cracks. This Effect is called tension stiffening. Moreover, Tension stiffening effect is affected by time dependent deformations such as creep...    »
 
Advisor:
Bletzinger, K.-U. 
Year:
2012 
Language:
en 
University:
Technische Universität München 
TUM Institution:
Lehrstuhl für Statik