This paper presents the physical, mechanical, and durability characterization of Tokyo Rope carbon fiber composite cables (CFCCs). Specimens were exposed to and alkaline solution (12.8 pH) for 1,000, 3,000, 5,000, and 7,000 h at different elevated exposure temperatures (22, 40, 50, and 60°C) to yield a simulated acceleration of the effect of a concrete environment. The durability performance of the Tokyo Rope CFCC tendons was assessed by conducting tensile tests on the specimens after different exposure periods. In addition, the microstructure of the CFCCs - both conditioned and unconditioned specimens - was investigated with scanning electron microscopy (SEM) and Fourier transform infrared spectroscopy (FTIR) to assess any changes or degra...
Epoxy resin, CFRP (Carbon Fiber Reinforced Polymer) sheet, and concrete flexural specimens are selec...
The structural performance of Carbon Fibre Reinforced Polymer (CFRP) pretensioned structures is cont...
The need for sustainable structures has motivated an international interest in the use of fiber rein...
Prestressed concrete girders and piles with steel strands are used in construction of bridges in Nor...
This paper presents a comprehensive research conducted to study the synergistic effect of environmen...
Carbon fiber reinforced plastic (Carbon Fiber Composite Cable, CFCC) has the outstanding features in...
This paper presents experimental results of the tensile strength decrease of coated Carbon Fiber rov...
Corrosion of steel tendons is a major problem for post-tensioned concrete, especially because corros...
Material properties at elevated temperatures are important factors in the fire safety design and num...
This investigation addresses the durability of the adhesive bond between near-surface-mounted (NSM) ...
Carbon Fibre Reinforced Polymer (CFRP) has great potential in civil engineering applications. It is ...
Abstract: Novel concrete elements are emerging utilizing high performance self-consolidating concret...
Concrete prestressed with carbon fibre reinforced polymer (CFRP) tendons beneficially utilises the s...
Despite intensive research on material properties of non-metallic technical textiles for internal re...
Steel strand ground anchor system using stress relieved post tensioned strands are vulnerable to cor...
Epoxy resin, CFRP (Carbon Fiber Reinforced Polymer) sheet, and concrete flexural specimens are selec...
The structural performance of Carbon Fibre Reinforced Polymer (CFRP) pretensioned structures is cont...
The need for sustainable structures has motivated an international interest in the use of fiber rein...
Prestressed concrete girders and piles with steel strands are used in construction of bridges in Nor...
This paper presents a comprehensive research conducted to study the synergistic effect of environmen...
Carbon fiber reinforced plastic (Carbon Fiber Composite Cable, CFCC) has the outstanding features in...
This paper presents experimental results of the tensile strength decrease of coated Carbon Fiber rov...
Corrosion of steel tendons is a major problem for post-tensioned concrete, especially because corros...
Material properties at elevated temperatures are important factors in the fire safety design and num...
This investigation addresses the durability of the adhesive bond between near-surface-mounted (NSM) ...
Carbon Fibre Reinforced Polymer (CFRP) has great potential in civil engineering applications. It is ...
Abstract: Novel concrete elements are emerging utilizing high performance self-consolidating concret...
Concrete prestressed with carbon fibre reinforced polymer (CFRP) tendons beneficially utilises the s...
Despite intensive research on material properties of non-metallic technical textiles for internal re...
Steel strand ground anchor system using stress relieved post tensioned strands are vulnerable to cor...
Epoxy resin, CFRP (Carbon Fiber Reinforced Polymer) sheet, and concrete flexural specimens are selec...
The structural performance of Carbon Fibre Reinforced Polymer (CFRP) pretensioned structures is cont...
The need for sustainable structures has motivated an international interest in the use of fiber rein...