AbstractThe paper presents results of laboratory investigations concerning a fragment of nine field slab-column structure in the scale 1:2. As a model served a reinforced concrete slab with the dimensions of 4000×4000×100mm. The aim of the investigations was to determine mechanism of destruction of the corner part of a slab-column structure caused by the removal of the support. The paper contains the results of laboratory tests compared with the results of simplified numerical calculations
AbstractFree cantilever method has become a very common method for the concrete bridges construction...
AbstractDuring their lifetime bridge structures are exposed to various weather conditions and varyin...
AbstractIn magnetization process by field cooling of a bulk high-Tc superconductor (HTS), stresses a...
AbstractSchmidt impact hammers are the most widespread devices used for non-destructive testing of c...
AbstractThe rising living standards and increasing demands for quality of the environment have led t...
AbstractResults of the latest experiments have revealed that the maximum punching resistance defined...
AbstractThis paper presents a finite-difference computational method, which describes the plane stat...
AbstractThe article deals with the problem of using new types of reinforcement for concrete structur...
AbstractThe present study provides a set of numerical tools for modeling the geomechanical aspects r...
AbstractShrinkage and cracking occurs during drying of green products such as clay brick and ceramic...
AbstractThis paper deals with dimensional aspects of circular column heads supporting beamless reinf...
AbstractThe paper presents the Ground Penetrating Radar (GPR) testing to determine the parameters of...
AbstractIn the paper the method of experimental temperature and stress measurement of reinforced con...
AbstractThe purpose of this study is to simulate and evaluate the long-term (1000 years) consequence...
AbstractSurface crack detection in metallic parts was considered through modeling the eddy-current p...
AbstractFree cantilever method has become a very common method for the concrete bridges construction...
AbstractDuring their lifetime bridge structures are exposed to various weather conditions and varyin...
AbstractIn magnetization process by field cooling of a bulk high-Tc superconductor (HTS), stresses a...
AbstractSchmidt impact hammers are the most widespread devices used for non-destructive testing of c...
AbstractThe rising living standards and increasing demands for quality of the environment have led t...
AbstractResults of the latest experiments have revealed that the maximum punching resistance defined...
AbstractThis paper presents a finite-difference computational method, which describes the plane stat...
AbstractThe article deals with the problem of using new types of reinforcement for concrete structur...
AbstractThe present study provides a set of numerical tools for modeling the geomechanical aspects r...
AbstractShrinkage and cracking occurs during drying of green products such as clay brick and ceramic...
AbstractThis paper deals with dimensional aspects of circular column heads supporting beamless reinf...
AbstractThe paper presents the Ground Penetrating Radar (GPR) testing to determine the parameters of...
AbstractIn the paper the method of experimental temperature and stress measurement of reinforced con...
AbstractThe purpose of this study is to simulate and evaluate the long-term (1000 years) consequence...
AbstractSurface crack detection in metallic parts was considered through modeling the eddy-current p...
AbstractFree cantilever method has become a very common method for the concrete bridges construction...
AbstractDuring their lifetime bridge structures are exposed to various weather conditions and varyin...
AbstractIn magnetization process by field cooling of a bulk high-Tc superconductor (HTS), stresses a...