scholarly journals Out of Autoclave Metal and FRP Composites Thermo-Hydroforming

2019 ◽  
Author(s):  
Bo C. Jin ◽  
Xiaochen Li ◽  
Karl Neidert ◽  
Michael Ellis
Keyword(s):  
Frp Composites ◽  
Out Of Autoclave

Out-of-autoclave Process and Automation: A Successful Path to Highly Integrated and Cost Efficient Composite Wing Moveables

2019 ◽  
Author(s):  
Thibault de Lumley ◽  
François Mathieu ◽  
Didier Cornet ◽  
Dimitri Gueuning ◽  
Nicolas Van Hille
Keyword(s):  
Autoclave Process ◽  
Cost Efficient ◽  
Out Of Autoclave ◽  
Composite Wing

Design of a unitized thermoplastic composite out-of-autoclave three-bay wingbox demonstrator

2021 ◽  
Author(s):  
Vincenzo Oliveri ◽  
Giovanni Zucco ◽  
Mohammad Rouhi ◽  
Enzo Cosentino ◽  
Trevor Young ◽  
...  
Keyword(s):  
Thermoplastic Composite ◽  
Out Of Autoclave

Experimental Response of RC Beams Strengthened in Shear by FRP Sheets

2013 ◽  
Vol 7 (1) ◽  
pp. 127-135 ◽  
Author(s):  
E. Grande ◽  
M. Imbimbo ◽  
A. Rasulo
Keyword(s):  
Slenderness Ratio ◽  
Shear Capacity ◽  
Rc Beams ◽  
Fiber Reinforced Plastic ◽  
Frp Composites ◽  
Reinforced Plastic ◽  
Externally Bonded ◽  
Experimental Response ◽  
Transverse Steel ◽  
Cracking Pattern

The paper discusses the results of an experimental investigation carried out on reinforced concrete (RC) beams strengthened in shear by externally bonded fiber reinforced plastic (FRP) sheets. The study is devoted to analyze the role that the transverse steel reinforcement and the beam slenderness ratio could play on the resistant mechanism of RC beams strengthened in shear by FRP composites. The results are summarized and analyzed in detail in the paper in terms of shear capacity, cracking pattern and shear resisting contribution of FRP.

One-dimensional extended FEM based approach for predicting the tensile behavior of SHCC-FRP composites

2020 ◽  
Vol 225 ◽  
pp. 106775 ◽  
Author(s):  
Cheng Chen ◽  
Haiyang Cai ◽  
Jianjun Li ◽  
Pengjun Zhong ◽  
Bairui Huang ◽  
...  
Keyword(s):  
Tensile Behavior ◽  
One Dimensional ◽  
Extended Fem ◽  
Frp Composites

scholarly journals New directions for reinforced concrete coastal structures

2021 ◽  
Vol 2 (1) ◽  
Author(s):  
Steven Nolan ◽  
Marco Rossini ◽  
Chase Knight ◽  
Antonio Nanni
Keyword(s):  
Service Life ◽  
Prestressed Concrete ◽  
Composite Structures ◽  
Construction Materials ◽  
Design Guidelines ◽  
Coastal Structures ◽  
Frp Composites ◽  
The Us ◽  
Time Dependent Effect ◽  
Traditional Construction

AbstractWithin the last century, coastal structures for infrastructure applications have traditionally been constructed with timber, structural steel, and/or steel-reinforced/prestressed concrete. Given asset owners’ desires for increased service-life; reduced maintenance, repair and rehabilitation; liability; resilience; and sustainability, it has become clear that traditional construction materials cannot reliably meet these challenges without periodic and costly intervention. Fiber-Reinforced Polymer (FRP) composites have been successfully utilized for durable bridge applications for several decades, demonstrating their ability to provide reduced maintenance costs, extend service life, and significantly increase design durability. This paper explores a representative sample of these applications, related specifically to internal reinforcement for concrete structures in both passive (RC) and pre-tensioned (PC) applications, and contrasts them with the time-dependent effect and cost of corrosion in transportation infrastructure. Recent development of authoritative design guidelines within the US and international engineering communities is summarized and a examples of RC/PC verses FRP-RC/PC presented to show the sustainable (economic and environmental) advantage of composite structures in the coastal environment.

Sign in / Sign up

Export Citation Format

Share Document