Engineering and Technology Journal

Tensile and Buckling of Prosthetic Pylon made from Hybrid Composite Materials

Jawad Kadhim Oleiwi; Shaymaa Jumaah Ahmed

Volume 34, 14A , December 2016, , Page 2642-2653

https://doi.org/10.30684/etj.34.14A.9

Abstract

Compared to traditional prosthetic pylon materials (Aluminum, Titanium, or Stainless steel.), composite prosthetic pylon materials are used instead of metals. Vacuum bagging technique ... Read More ...

Response of Hybrid Waste Fiber-Self Compacted Reinforced Concrete Slabs Under Static Loading

Mazin Burhan Al-Deen Abdul Rahman; Khaled jamal ahmed

Volume 34, 9A , September 2016, , Page 232-245

https://doi.org/10.30684/etj.34.9A.17

Abstract

This work aims atassessing thebehavior of self-compacted concrete (SCC) reinforced with hybrid recycled waste fibers (RWFSCC) in two-way slabs under static loading, Waste plastic fibers ... Read More ...

Some Properties of Hybrid Fibers High Strength Lightweight Aggregate Concrete

Wasan Ismail Khalil; Suhad Abd Al-Jabbar Mozan

Volume 33, 4A , May 2015, , Page 815-829

https://doi.org/10.30684/etj.33.4A.5

Abstract

This investigation aims to study some properties of high strength lightweight aggregate concrete (HSLWAC) reinforcedwith mono and hybrid fibers in different dimensions and types. High ... Read More ... This investigation aims to study some properties of high strength lightweight aggregate concrete (HSLWAC) reinforcedwith mono and hybrid fibers in different dimensions and types. High strengthporcelinite lightweight aggregate concretemix with compressive strength 41 MPa at 28 day age was prepared. The fibers used included macro hooked steel fiber with aspect ratio 100 (type S1), macro hooked steel fiber with aspect ratio 60 (type S2), micro polypropylene fiber (pp)and micro carbon fiber (CF). Eight HSLWAC mixes were prepared including, one plain concrete mix (without fibers), three mono (single) fiber reinforced concrete mixes (with 0.5% volume fraction of steel fiber type S1, 1% volume fraction of steel fiber type S1and 0.25% volume fraction of CF) and four double hybrid fiber reinforced concretes mixes [0.5% steel fiber type S1 +0.5% steel fiber S2 mix (HSF1), 0.75% steel fiber S1+ 0.25% steel fiber type S2mix ( HSF2), 0.75% steel fiber type S1+ 0.25% pp mix (HSPPF) and 0.75% steel fiber type S1+ 0.25% CF mix (HSCF)]. Fresh properties (workability and fresh density) and hardened properties (oven dry density, compressive strength, splitting tensile strength, flexural strength and thermal conductivity) of HSLWAC were studied. Generally mono and hybrid fiber reinforced HSLWAC specimens show significant increase in splitting tensile strength and flexural strength in comparison with plain HSLWAC specimen. All hybrid fiber HSLWAC specimens show significant increase in splitting tensile strength and flexural strength compared to concrete specimens reinforced with 1% volume fraction of mono steel fiber type S1. The percentage of increase in splitting tensile strength for hybrid fiber reinforced specimens prepared from HSLWAC mixes HSF1, HSF2, HSPPF and HSCF is 316.6%, 361.1%, 377.7% and 433.3%, while the percentage of increase in flexural strength is 29.43%, 59.89%, 26.56% and 64.58% respectively relative to the plain specimens.

Keywords = Hybrid Fibers

Tensile and Buckling of Prosthetic Pylon made from Hybrid Composite Materials

Abstract

Response of Hybrid Waste Fiber-Self Compacted Reinforced Concrete Slabs Under Static Loading

Abstract

Some Properties of Hybrid Fibers High Strength Lightweight Aggregate Concrete

Abstract