Performance of Basalt Fiber Reinforced Polymer (BFRP) sandwich infill panel system under diagonal compression was studied by means of numerical analysis. Furthermore, the variation of temperature was considered to affect the mechanical properties of BFRP, since their composition was based on polymeric material. Moreover, commercial finite element analysis platform ABAQUS was used to model and analyze this infill panel system. Consequently, results of the analyses show that the overall performance of BFRP panel had a 15% increase compared to that of GFRP infill panel system. However, the variation of buckling load in terms of temperature for the BFRP system showed a more sensitive nature compared to those of GFRP system
In the present study, we experimentally investigated the quasi-static and high strain rate (10 m/s) ...
In the last decade, FRP composites in the form of internal and external reinforcement are being incr...
This paper presents an experimental study on the tensile behavior of basalt-fiber-grid-reinforced mo...
Performance of Basalt Fiber Reinforced Polymer (BFRP) sandwich infill panel system under diagonal co...
In this study, we investigated the buckling performance of basalt fiber reinforced polymer (BFRP) sa...
Glass Fiber Reinforced Polymer (GFRP) is a major evolution for energy dissipation when used as infil...
This paper presents numerical analysis in terms of buckling resistance of GFRP sandwich infill panel...
Pre-stressed fiber reinforced polymer (FRP) has great application potential in structural strengthen...
The behavior of fiber reinforced polymer (FRP) composites at high temperature is a critical issue th...
The behavior of fiber reinforced polymer (FRP) composites at high temperature is a critical issue th...
An experimental investigation was conducted on the thermophysical and thermomechanical properties of...
Basalt fiber reinforced polymer (BFRP) materials are regarded as promising structural strengthening ...
One of the most common causes of the deterioration of concrete structures is the corrosion of steel ...
The present paper investigates the suitability and effectiveness of fiber-reinforced polymers (FRP) ...
The study focuses on two basalt composite laminate panels for cladding, produced by means of vacuum ...
In the present study, we experimentally investigated the quasi-static and high strain rate (10 m/s) ...
In the last decade, FRP composites in the form of internal and external reinforcement are being incr...
This paper presents an experimental study on the tensile behavior of basalt-fiber-grid-reinforced mo...
Performance of Basalt Fiber Reinforced Polymer (BFRP) sandwich infill panel system under diagonal co...
In this study, we investigated the buckling performance of basalt fiber reinforced polymer (BFRP) sa...
Glass Fiber Reinforced Polymer (GFRP) is a major evolution for energy dissipation when used as infil...
This paper presents numerical analysis in terms of buckling resistance of GFRP sandwich infill panel...
Pre-stressed fiber reinforced polymer (FRP) has great application potential in structural strengthen...
The behavior of fiber reinforced polymer (FRP) composites at high temperature is a critical issue th...
The behavior of fiber reinforced polymer (FRP) composites at high temperature is a critical issue th...
An experimental investigation was conducted on the thermophysical and thermomechanical properties of...
Basalt fiber reinforced polymer (BFRP) materials are regarded as promising structural strengthening ...
One of the most common causes of the deterioration of concrete structures is the corrosion of steel ...
The present paper investigates the suitability and effectiveness of fiber-reinforced polymers (FRP) ...
The study focuses on two basalt composite laminate panels for cladding, produced by means of vacuum ...
In the present study, we experimentally investigated the quasi-static and high strain rate (10 m/s) ...
In the last decade, FRP composites in the form of internal and external reinforcement are being incr...
This paper presents an experimental study on the tensile behavior of basalt-fiber-grid-reinforced mo...