Skip to main content

Research

Here is the text...Here is the text...

Here is the text...Here is the text...Here is the text...Here is the text...

Here is the text...Here is the text...Here is the text...Here is the text...

 

 

© Daniel Sahm
STB_EMI_Vorspann

Subject areas

Solid construction

Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...

Here is the text...Here is the text...Here is the text...Here is the text...Here is the text...Here is the text...Here is the text...Here is the text...Here is the text...Here is the text...

Here is the text...

Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...

Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...

Here is the text...

Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text...Here is text.....here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...here is text...

Projects of the Chair of Steel Construction and Composite Steel Construction

-

Shear cracking tendency and shear load-bearing behavior of prestressed bending beams made of steel fiber-reinforced ultra-high performance concrete

In contrast to reinforced concrete components with shear reinforcement, there is still no generally recognized model for components without shear reinforcement that can be used to consistently capture the load-bearing mechanisms under shear loading. A comparison of different approaches and model concepts shows that the load-bearing components of the uncracked concrete compression zone, from crack interlocking or crack friction and from the dowel effect of the longitudinal reinforcement are interpreted and weighted differently.

massivbau_baustelle
-

Rotational capacity of plastic bending crack joints in combined reinforced UHPFRC bending beams

The rotational capacity of plastic zones characterizes the ductility of reinforced/prestressed concrete bending beams and enables the redistribution of stresses in statically indeterminate structures. It is not easy to transfer existing models for predicting the rotational capacity of reinforced/prestressed concrete bending beams to UHPFRC bending beams, as UHPFRC bending beams are generally additionally reinforced with steel fibers.

Influence of cross-section height and maximum grain diameter on the flexural strength of ultra-high performance concrete

-

Derivation of the design value of the post-cracking tensile strength for steel fiber-reinforced ultra-high-strength concrete, taking into account the size dependence of the scattering

-

Composite in glass-rigid foam-concrete sandwich elements

-

Derivation of the centric post-cracking tensile strength of steel fiber reinforced ultra-high performance concrete from flexural tests

-

Influence of test specimen geometry on the results of compressive strength tests on ultra-high performance concrete

-

Cross-strength design approach for bending beams reinforced with steel fibers and steel bars

-