Add to ORKGABSTRACT: In the present paper the theoretical aspects and the application of the non-linear finite element program MASA for analysis of anchorages placed at an edge of a concrete block are discussed. After an introduction the structure of the finite element (FE) code is briefly described. The results of the simulations are shown and compared with experimental data. They confirm that the FE code is able to simulate realistically the behavior of anchorages. Subsequently a parametric study is caITied out and the results are discussed
AbstractConstruction duration of cast in place segmental bridges can be accelerated by using rapid h...
The subject of the present thesis is the development of a finite element technique for the design-ac...
Although the technique of pretensioning is commonly applied, there are still major optimization oppo...
Anchoring elements such as headed and expansion studs and grouted or undercut anchors, are often use...
Anchor bolts are often used in concrete or steel structures. Nevertheless still empirical design pro...
Summarizing it can be said that material models based on plasticity and stress-strain relationships ...
The aim of this thesis was to study the load bearing capacity of anchor plates, used for anchorage t...
International audienceIn nuclear power plants, equipment is usually anchored in concrete. Earthquake...
simulation has become a powerful tool for supporting the development of innovative fastening product...
Recent experiments have highlighted the efficacy of post-installed reinforcement in enhancing the ca...
University of Minnesota Ph.D. Feb. 2011. Major: Civil Engineering. Advisor: Professor Roberto Ballar...
Various anchorage systems including both cast-in-place and post-installed anchors have been develope...
The principal aim of this work was to investigate and develop modelling techniques capable of accura...
Pretensioned concrete girders have been used for many years in construction. Nevertheless, optimizat...
Material models based on fracture mechanics together with non-linear finite element analyses have be...
AbstractConstruction duration of cast in place segmental bridges can be accelerated by using rapid h...
The subject of the present thesis is the development of a finite element technique for the design-ac...
Although the technique of pretensioning is commonly applied, there are still major optimization oppo...
Anchoring elements such as headed and expansion studs and grouted or undercut anchors, are often use...
Anchor bolts are often used in concrete or steel structures. Nevertheless still empirical design pro...
Summarizing it can be said that material models based on plasticity and stress-strain relationships ...
The aim of this thesis was to study the load bearing capacity of anchor plates, used for anchorage t...
International audienceIn nuclear power plants, equipment is usually anchored in concrete. Earthquake...
simulation has become a powerful tool for supporting the development of innovative fastening product...
Recent experiments have highlighted the efficacy of post-installed reinforcement in enhancing the ca...
University of Minnesota Ph.D. Feb. 2011. Major: Civil Engineering. Advisor: Professor Roberto Ballar...
Various anchorage systems including both cast-in-place and post-installed anchors have been develope...
The principal aim of this work was to investigate and develop modelling techniques capable of accura...
Pretensioned concrete girders have been used for many years in construction. Nevertheless, optimizat...
Material models based on fracture mechanics together with non-linear finite element analyses have be...
AbstractConstruction duration of cast in place segmental bridges can be accelerated by using rapid h...
The subject of the present thesis is the development of a finite element technique for the design-ac...
Although the technique of pretensioning is commonly applied, there are still major optimization oppo...