Full-scale impact tests, carried out to evaluate the behaviour of flexible falling rock protection barriers, are described and relevant results presented and discussed. Falling rock protection barriers, which may be numbered among passive measures against rockfall, are designed to intercept and stop falling rocks by dissipation of impact energies through the elasto-plastic deformation of a system made up of metallic nets and supporting and connecting components. The testing programme involved models of barriers subjected to the impact of free-falling blocks of kinetic energy ranging from 500 to 5,000 kJ. The experimental test site, set-up in Fonzaso (Italy), and the experimental procedure were developed according to the new European testin...
An increasing need of protecting the civil installations against natural hazards—like very rapid soi...
none5noAn increasing need of protecting the civil installations against natural hazards—like very ra...
none5noThis paper presents a new numerical strategy for the design and verification of flexible fall...
Full-scale impact tests, carried out to evaluate the behaviour of flexible falling rock protection b...
Full-scale impact tests, carried out to evaluate the behaviour of flexible falling rock protection b...
A numerical strategy is developed to investigate the dynamic behaviour of falling rock protection ba...
A numerical strategy is developed to investigate the dynamic behaviour of falling rock protection ba...
A numerical strategy is developed to investigate the dynamic behaviour of falling rock protection ba...
This paper presents a simple two-dimensional finite element model developed to predict the behaviour...
This paper presents a simple two-dimensional finite element model developed to predict the behaviour...
This paper presents a simple two-dimensional finite element model developed to predict the behaviour...
Falling rock protection barriers, flexible metallic structures conceived to intercept and stop falli...
Falling rock protection barriers, flexible metallic structures conceived to intercept and stop falli...
Falling rock protection barriers, flexible metallic structures conceived to intercept and stop falli...
An increasing need of protecting the civil installations against natural hazards—like very rapid soi...
An increasing need of protecting the civil installations against natural hazards—like very rapid soi...
none5noAn increasing need of protecting the civil installations against natural hazards—like very ra...
none5noThis paper presents a new numerical strategy for the design and verification of flexible fall...
Full-scale impact tests, carried out to evaluate the behaviour of flexible falling rock protection b...
Full-scale impact tests, carried out to evaluate the behaviour of flexible falling rock protection b...
A numerical strategy is developed to investigate the dynamic behaviour of falling rock protection ba...
A numerical strategy is developed to investigate the dynamic behaviour of falling rock protection ba...
A numerical strategy is developed to investigate the dynamic behaviour of falling rock protection ba...
This paper presents a simple two-dimensional finite element model developed to predict the behaviour...
This paper presents a simple two-dimensional finite element model developed to predict the behaviour...
This paper presents a simple two-dimensional finite element model developed to predict the behaviour...
Falling rock protection barriers, flexible metallic structures conceived to intercept and stop falli...
Falling rock protection barriers, flexible metallic structures conceived to intercept and stop falli...
Falling rock protection barriers, flexible metallic structures conceived to intercept and stop falli...
An increasing need of protecting the civil installations against natural hazards—like very rapid soi...
An increasing need of protecting the civil installations against natural hazards—like very rapid soi...
none5noAn increasing need of protecting the civil installations against natural hazards—like very ra...
none5noThis paper presents a new numerical strategy for the design and verification of flexible fall...