第38回コンクリート工学講演会

Bond, Anchorage & Joint Ⅰ

Wed. Jul 6, 2016 10:00 AM - 12:15 PM Room 9 (4F 410)

座長:滝本和志(土木), 中野克彦(建築)

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[2100] Experimental Study on Bond Stress around Multi-layered Beam Bars with 90-degree Hook

Norio MIYAJI¹, Koshiro NISHIMURA¹, Naoki ONISHI¹ (1.北海道大学)

[2101] Flexural behavior of RC beams with mortar grouted sleeves in the same cross section and intensive shear reinforcing of stirrups

Eiki YASUDA¹, Takuro NAKAMURA¹, Toshio MATSUMOTO², Junichiro NIWA¹ (1.東京工業大学 2.日本スプライススリーブ)

[2102] Tensile capacity of post-installed headed anchor in low strength concrete

Tomoaki SUGIYAMA¹, Hideo ONO¹, Yoko YASUTOMI², Katsuki TAKIGUCHI³ (1.大成建設 2.関西電力 3.東京工業大学名誉教授)

[2103] Bending capacity of various connections in the corners of precast box culvert

Masahiro WATANABE¹, Manabu MATUDA², Yasushi MATUMOTO², Shiniti HINO¹ (1.九州大学 2.ヤマックス)

[2104] Study on RC Knee Joints Using Mechanical Anchorage for Main Reinforcement

Keigo TAMANO¹, Atsushi KUWANO², Takaomi GOTO², Yohei TAIRA¹ (1.鹿島建設 2.東京鉄鋼)

[2105] Experimental Study on T-shaped Beam-column Joints Using Mechanical Anchors

Satoru ICHIKAWA¹, Yuebing LI¹, Yasushi SANADA¹, Alpha Oumar Bagou BAH¹ (1.大阪大学)

[2106] Study on Load-bearing Capacity of Post-installed Anchors Subjected to Shear and Tensile Force

Yuichiro RYU¹, Masaru OKAMATO¹, Hiroaki MIKURA¹, Toshiya TADOKORO¹ (1.鉄道総合技術研究所)

[2107] Experimental Study on creep property of Post-installed adhesive anchor

Mitsunao TAKAYAMA¹, Takanobu OONO¹, Sigenobu IGUCHI¹, Yoshinori MATSUDA¹ (1.東日本旅客鉄道)

[2108] Experimental Study on fatigue resistance of Post-installed adhesive anchor

Hirofumi SUGAWARA¹, Mitsuhiro NAKAMURA¹, Shigenobu IGUCHI¹, Yoshinori MATSUDA¹ (1.東日本旅客鉄道)

第38回コンクリート工学講演会

Bond, Anchorage & Joint Ⅱ/ Fatigue & Impact Ⅰ

Wed. Jul 6, 2016 1:15 PM - 3:30 PM Room 9 (4F 410)

座長:吉武謙二(土木), 西村康志郎(建築)

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[2109] Experimental Study on durability of Post-installed metal anchor

Mitsuhiro NAKAMURA¹, Hirofumi SUGAWARA¹, Shigenobu IGUCHI¹, Shinichi TATSUKI¹ (1.東日本旅客鉄道)

[2110] EFFECT OF LIQUID WATER SUPPLY ON PULL-OUT FAILURE BEHAVIOR OF DEFORMED BARS IN CONCRETE UNDER FATIGUE LOADING

Hirofumi YAMAGUCHI¹, Kohei NAGAI¹, Koji MATSUMOTO¹, Nobuhiro CHIJIWA² (1.東京大学 2.東京工業大学)

[2111] Bond Behavior of a Deformed Steel bar under Concrete Confinement

Mitsuru TOKUSHIGE¹, Kazuhiko ISHIBASHI², Katsuhiko NAKANO¹ (1.千葉工業大学 2.千葉工業大学名誉教授)

[2112] BOND BEHAVIOR OF BEAM LONGITUDAL BAR WITH LOW STRENGTH CONCRETE FOR BEAMS TOP CONCRETE

Akitoshi HAMADA¹, Yuuji ISHIKAWA¹, Masanori IIDA¹, Masataka HIRABAYASHI¹ (1.竹中工務店)

[2113] BOND SPLITTING STRENGTH OF 5 YEARS FIELD-EXPOSED RECYCLED AGGREGATE CONCRETE BEAMS SUBSTITUTING MELT-SOLIDIFIED SLAG AGGREGATE FOR NORMAL FINE AGGREGATE

Noritaka MOROHASHI (日本大学)

[2126] LOCAL FAILUR MECHANISM EVALUATION OF STEEL REINFORCED MORTAR BEAMS SUBJECTED TO HIGH VELOOCITY IMPACT USING RBSM

Soichiro OKAZAKI¹, Yoshihito YAMAMOTO¹, Masuhiro BEPPU², Hikaru NAKAMURA¹ (1.名古屋大学 2.防衛大学校)

[2127] A Fundamental Investigation on Failure Behavior of Reinforced Concrete Beams Subjected to Contact and Close-in Explosion

Makoto NAGATA¹, Hiroyoshi ICHINO¹, Masuhiro BEPPU¹ (1.防衛大学校)

[2128] A fundamental study on impact response of Ultra High Strength Fiber Reinforced Concrete panels subjected to medium velocity impact

Shinnosuke KATAOKA¹, Hiroyuki MUSHA², Masuhiro BEPPU¹, Shuichi OKAMOTO² (1.防衛大学校 2.大成建設)

[2129] Flexural strengthening effect of AFRP sheet on flat-shaped RC beam with damage by impact loading

Yusuke KURIHASHI¹, Hisashi KONNO², Hiroshi MIKAMI³, Norimitsu KISHI⁴ (1.室蘭工業大学 2.土木研究所　寒地土木研究所 3.三井住友建設 4.釧路工業高等専門学校)

第38回コンクリート工学講演会

Fatigue & Impact Ⅱ

Wed. Jul 6, 2016 3:45 PM - 6:00 PM Room 9 (4F 410)

座長:藤掛一典(土木), 師橋憲貴(建築)

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[2130] Retrofitting and strengthening effectof bonding AFRP sheeton full-scale RC rockshed with damage by impact loading

Takashi FUNAKI¹, Yusuke KONNO², Yusuke KURIHASHI¹, Norimitsu KISHI³ (1.室蘭工業大学 2.土木研究所　寒地土木研究所 3.釧路工業高等専門学校)

[2131] High velocity impact test of polypropylene fiber reinforced cementitious composite

Jeongsoo NAM¹, Yasuji SHINOHARA¹, Toshiyuki ATOU¹, Gyuyong KIM² (1.東京工業大学 2.忠南大学校)

[2132] Impact resistant behavior of RC beam damaged by means of freezing and thawing action

Yuta KUATSUMI¹, Yusuke KURIHASHI¹, Maki MIZUTA², Norimitsu KISHI³ (1.室蘭工業大学 2.土木研究所　寒地土木研究所 3.釧路工業高等専門学校)

[2133] Influence of setting a sand cushion on impact resistant behavior of flat-shaped RC beam

Keisuke SAKAI¹, Yusuke KURIHASHI¹, Hisashi KONNO², Norimitsu KISHI³ (1.室蘭工業大学 2.土木研究所　寒地土木研究所 3.釧路工業高等専門学校)

[2134] Impact response analysis on flat-shaped RC beam with sand cushion by means of fiber element analysis

Naoto NAITO¹, Ryoji KAWASE², Kenichi MAEDA¹, Norimitsu KISHI³ (1.名古屋工業大学 2.構研エンジニアリング 3.釧路工業高等専門学校)

[2135] Fiber element analysis on flat-shaped RC beam subjected by falling weight impact load

Yuji USHIWATARI¹, Yusuke KURIHASHI², Hiroaki NISHI³, Norimitsu KISHI⁴ (1.構研エンジニアリング 2.室蘭工業大学 3.土木研究所　寒地土木研究所 4.釧路工業高等専門学校)

[2136] Drop test analysis of RC container for enclosing radioactive waste

Masato KOMURO¹, Yosuke AZUMA², Katsuhiko TADA², Ryoji KAWASE³ (1.室蘭工業大学 2.太平洋セメント 3.構研エンジニアリング)

[2137] Study on fatigue behavior of corroded RC beam which is different environment condition

Kotono KANEHIRO¹, Hideki OSHITA¹ (1.中央大学)

[2138] Contact Stiffness between the Train Wheel and Concrete track members

Keiichi GOTO¹, Yuki YAMAZAKI¹, Shuntaro TODOROKI¹, Tsutomu WATANABE¹ (1.鉄道総合技術研究所)

Sessions

B.Structural & Design » Bond, Anchorage & Joint/ Fatigue & Impact

Bond, Anchorage & Joint Ⅰ

[2100] Experimental Study on Bond Stress around Multi-layered Beam Bars with 90-degree Hook

[2101] Flexural behavior of RC beams with mortar grouted sleeves in the same cross section and intensive shear reinforcing of stirrups

[2102] Tensile capacity of post-installed headed anchor in low strength concrete

[2103] Bending capacity of various connections in the corners of precast box culvert

[2104] Study on RC Knee Joints Using Mechanical Anchorage for Main Reinforcement

[2105] Experimental Study on T-shaped Beam-column Joints Using Mechanical Anchors

[2106] Study on Load-bearing Capacity of Post-installed Anchors Subjected to Shear and Tensile Force

[2107] Experimental Study on creep property of Post-installed adhesive anchor

[2108] Experimental Study on fatigue resistance of Post-installed adhesive anchor

Bond, Anchorage & Joint Ⅱ/ Fatigue & Impact Ⅰ

[2109] Experimental Study on durability of Post-installed metal anchor

[2110] EFFECT OF LIQUID WATER SUPPLY ON PULL-OUT FAILURE BEHAVIOR OF DEFORMED BARS IN CONCRETE UNDER FATIGUE LOADING

[2111] Bond Behavior of a Deformed Steel bar under Concrete Confinement

[2112] BOND BEHAVIOR OF BEAM LONGITUDAL BAR WITH LOW STRENGTH CONCRETE FOR BEAMS TOP CONCRETE

[2113] BOND SPLITTING STRENGTH OF 5 YEARS FIELD-EXPOSED RECYCLED AGGREGATE CONCRETE BEAMS SUBSTITUTING MELT-SOLIDIFIED SLAG AGGREGATE FOR NORMAL FINE AGGREGATE

[2126] LOCAL FAILUR MECHANISM EVALUATION OF STEEL REINFORCED MORTAR BEAMS SUBJECTED TO HIGH VELOOCITY IMPACT USING RBSM

[2127] A Fundamental Investigation on Failure Behavior of Reinforced Concrete Beams Subjected to Contact and Close-in Explosion

[2128] A fundamental study on impact response of Ultra High Strength Fiber Reinforced Concrete panels subjected to medium velocity impact

[2129] Flexural strengthening effect of AFRP sheet on flat-shaped RC beam with damage by impact loading

Fatigue & Impact Ⅱ

[2130] Retrofitting and strengthening effectof bonding AFRP sheeton full-scale RC rockshed with damage by impact loading

[2131] High velocity impact test of polypropylene fiber reinforced cementitious composite

[2132] Impact resistant behavior of RC beam damaged by means of freezing and thawing action

[2133] Influence of setting a sand cushion on impact resistant behavior of flat-shaped RC beam

[2134] Impact response analysis on flat-shaped RC beam with sand cushion by means of fiber element analysis

[2135] Fiber element analysis on flat-shaped RC beam subjected by falling weight impact load

[2136] Drop test analysis of RC container for enclosing radioactive waste

[2137] Study on fatigue behavior of corroded RC beam which is different environment condition

[2138] Contact Stiffness between the Train Wheel and Concrete track members