Experimental and numerical investigation on progressive collapse of self-centering precast concrete frame with infill walls
H Wang, S Li, C Zhai - Journal of Building Engineering, 2023 - Elsevier
Abstract Two 1/2 scaled self-centering precast concrete (PC) frames with and without infill
walls were experimentally and numerically investigated under quasi-static pushdown …
walls were experimentally and numerically investigated under quasi-static pushdown …
Pushover analysis of confined masonry walls using a 3D macro-modelling approach
J Yacila, G Camata, J Salsavilca, N Tarque - Engineering Structures, 2019 - Elsevier
This paper shows a novelty way to simulate the nonlinear behaviour of confined masonry
walls subjected to in-plane lateral loading by using a 3D macro-modelling approach. For this …
walls subjected to in-plane lateral loading by using a 3D macro-modelling approach. For this …
Influence of prism geometry on the compressive strength of concrete masonry
The compressive strength of concrete masonry depends on the dimensions of the test
prisms. The available international masonry codes apply correction factors based on the …
prisms. The available international masonry codes apply correction factors based on the …
The accumulated stress damage and residual life prediction of unreinforced concrete pavement with electric heating pipes
The unreinforced concrete pavement with electric heating pipes (UCP-EHP) has been
widely used to melt the snow and ice on the pavement because the melting process is easy …
widely used to melt the snow and ice on the pavement because the melting process is easy …
Effect of partial infill walls on collapse behavior of reinforced concrete frames
The main objective of the study is to investigate the effect of partial infill walls on collapse
mechanism of reinforced concrete (RC) frames using finite element models and …
mechanism of reinforced concrete (RC) frames using finite element models and …
3D mesoscale analysis of concrete containing defect damages during different freeze-thaw cycles
H Miao, C Guo, Z Lu, Z Chen - Construction and Building Materials, 2022 - Elsevier
The damage process of concrete containing air pore and aggregate gradation defects under
freeze-thaw (FT) cycles was parametrically studied by an ABAQUS coupled thermo …
freeze-thaw (FT) cycles was parametrically studied by an ABAQUS coupled thermo …
[HTML][HTML] Macromechanical failure criteria: Elasticity, plasticity and numerical applications for the non-linear masonry modelling
Sometimes it is difficult to choose the most appropriate failure criterion for the problem
analyzed. For brittle materials, attention must be paid to the availability of experimental data …
analyzed. For brittle materials, attention must be paid to the availability of experimental data …
On bond-slip response and development length of steel bars in pre-cracked concrete
SS Mousavi, L Guizani… - Construction and Building …, 2019 - Elsevier
Previous research on steel bar-concrete bond behaviour has been concentrated mostly on
the intact concrete without considering initial cracks induced by transverse tensile loading …
the intact concrete without considering initial cracks induced by transverse tensile loading …
Numerical modelling of reinforced concrete frames with masonry infills and rubber joints
Masonry infill walls are critical components of reinforced concrete (RC) frames, which may
be damaged even under earthquake events of moderate intensity, thus resulting in …
be damaged even under earthquake events of moderate intensity, thus resulting in …
Analysis of the performance of strut models to simulate the seismic behaviour of masonry infills in partially infilled RC frames
The proposed study analyses the performance of existing approaches to model the
behaviour of partially infilled reinforced concrete (RC) frames for computationally-intense …
behaviour of partially infilled reinforced concrete (RC) frames for computationally-intense …