The Resistance of Penertation of Fiber Reinforced Concrete Slabs Subjected to LowVelocity Impact Loading

碩士 === 國防大學中正理工學院 === 軍事工程研究所 === 90 === This paper discusses the behavior of penetration resistance of plain concrete slabs、polypropylene fiber concrete slabs (with volume fraction 0.1%、0.2%) and steel fiber concrete slabs (with volume fraction 1%、2%) under quasistatic and low velocity impact. The...

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Main Authors: Chen-Liu Choug, 周承劉
Other Authors: Fuw-An Chang
Format: Others
Language:zh-TW
Published: 2002
Online Access:http://ndltd.ncl.edu.tw/handle/03705401877174662943
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spelling ndltd-TW-090CCIT05880022015-10-13T17:34:56Z http://ndltd.ncl.edu.tw/handle/03705401877174662943 The Resistance of Penertation of Fiber Reinforced Concrete Slabs Subjected to LowVelocity Impact Loading 纖維混凝土板在低速撞擊荷載下之貫穿阻抗研究 Chen-Liu Choug 周承劉 碩士 國防大學中正理工學院 軍事工程研究所 90 This paper discusses the behavior of penetration resistance of plain concrete slabs、polypropylene fiber concrete slabs (with volume fraction 0.1%、0.2%) and steel fiber concrete slabs (with volume fraction 1%、2%) under quasistatic and low velocity impact. The concrete matrix was of two types : 14 MPa and 28 MPa. We conducted perforation experiments with 50 diameter, flat nose shape steel rods and 550 square, 40 thick concrete slabs with four types of impact velocity : 0.0217 、1.2 、3000 and 7000 . Test results indicate that steel fiber concrete slabs have better cracking and energy absorption characteristic than polypropylene fiber concrete slabs and plain concrete slabs. Slabs reinforced with more fiber volume fraction and high strength have the higher energy absorption than other slabs. The increase in fracture energy of slabs with normal strength and 1%、2% steel fibers compare to plain concrete slabs was about 214%、243% , and the increase in fracture energy of slabs with high strength and 1%、2% steel fibers compare to plain concrete slabs was about 427%、512% . Fuw-An Chang 張福安 2002 學位論文 ; thesis 85 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國防大學中正理工學院 === 軍事工程研究所 === 90 === This paper discusses the behavior of penetration resistance of plain concrete slabs、polypropylene fiber concrete slabs (with volume fraction 0.1%、0.2%) and steel fiber concrete slabs (with volume fraction 1%、2%) under quasistatic and low velocity impact. The concrete matrix was of two types : 14 MPa and 28 MPa. We conducted perforation experiments with 50 diameter, flat nose shape steel rods and 550 square, 40 thick concrete slabs with four types of impact velocity : 0.0217 、1.2 、3000 and 7000 . Test results indicate that steel fiber concrete slabs have better cracking and energy absorption characteristic than polypropylene fiber concrete slabs and plain concrete slabs. Slabs reinforced with more fiber volume fraction and high strength have the higher energy absorption than other slabs. The increase in fracture energy of slabs with normal strength and 1%、2% steel fibers compare to plain concrete slabs was about 214%、243% , and the increase in fracture energy of slabs with high strength and 1%、2% steel fibers compare to plain concrete slabs was about 427%、512% .
author2 Fuw-An Chang
author_facet Fuw-An Chang
Chen-Liu Choug
周承劉
author Chen-Liu Choug
周承劉
spellingShingle Chen-Liu Choug
周承劉
The Resistance of Penertation of Fiber Reinforced Concrete Slabs Subjected to LowVelocity Impact Loading
author_sort Chen-Liu Choug
title The Resistance of Penertation of Fiber Reinforced Concrete Slabs Subjected to LowVelocity Impact Loading
title_short The Resistance of Penertation of Fiber Reinforced Concrete Slabs Subjected to LowVelocity Impact Loading
title_full The Resistance of Penertation of Fiber Reinforced Concrete Slabs Subjected to LowVelocity Impact Loading
title_fullStr The Resistance of Penertation of Fiber Reinforced Concrete Slabs Subjected to LowVelocity Impact Loading
title_full_unstemmed The Resistance of Penertation of Fiber Reinforced Concrete Slabs Subjected to LowVelocity Impact Loading
title_sort resistance of penertation of fiber reinforced concrete slabs subjected to lowvelocity impact loading
publishDate 2002
url http://ndltd.ncl.edu.tw/handle/03705401877174662943
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