Ⅳ⣲⧄⥔ࣉ࣮ࣞࢺ㗰ࡢ」ྜᮦࡢ᥋╔ࡏࢇ᩿⪏ຊ ࡑࡢ㸯ᘬᙇ㍕Ⲵヨ㦂
⋢ ᏹ❶
㸪㝕ᕝ ྖ
㸪୰ᮧ ᠇୍
Shear Bond Strength of Rehabilitated Steel Plate Bonding CFRP Plates.
Part 1 Tensile Loading Tests
by
Hiroyuki TAMAI*, and Koji JINKAWA
**, and Kenichi NAKAMURA**
To enhance the usable life of existing building, a strengthening method with bonding CFRP Plates has been developed by authors. The CFRP Plates is high-strength (2100MPa) in longitudinal normal stress. The composite member of steel bonding CFRP Plates has enough bending strength when n o bending moment works at the edge of CFRP Plates. The composite of steel bonding CFRP may easily peel out under tensile loading because shear bonding stress is concentrated at the edge of CFRP Plates. In this paper, Tensile Loading Tests of composite of steel bonding CFRP Plates were performed to clarify the shear bonding stress distribution and failure condition of adhesive. Also, analytical solution of shear stress distribution was presented. Strength improvement method for the composite was discussed th rough the test and analytical results.
Key words: Carbon Fiber Reinforced Plastic Plate, Bonding Strengthening, Tensile Loading Test
ࡣࡌࡵ
㏆ᖺ㸪㧗ᗘᡂ㛗ᮇᘓタࡉࢀࡓ㗰ᵓ㐀≀ࡢከࡃࡀ⪁
ᮙࡋ࡚࠾ࡾ㸪⿵ಟ࣭⿵ᙉࡀᚲせ࡞ࡿࡀቑຍࡋ
࡚࠸ࡿ㸬㏆ᖺ࡛ࡣᵓ㐀≀ࡢ㛗ᑑࡀ㔜せどࡉࢀ࡚࠾
ࡾ㸪ᵝࠎ࡞⿵ᙉ᪉ἲࡢ◊✲ࡀ⾜ࢃࢀ࡚࠸ࡿ㸬ᮏ◊✲࡛
ྲྀࡾᢅ࠺Ⅳ ⣲⧄⥔ࣉ ࣮ࣞࢺ(CFRP) ࢆ⏝࠸ࡓ 㗰ᵓ㐀 ≀
ࡢ⿵ᙉ⿵๛ࡣ᥋╔ࢆࡗ࡚ࡢ᥋╔⿵ᙉ࡛࠶ࡿࡓࡵ㸪 ᚑ᮶ࡢ᪉ἲࡣ࡞࠸ᵝࠎ࡞ⅬࡀᏑᅾࡍࡿ㸬㏆ᖺᵝࠎ
࡞Ⅳ⣲⧄⥔ࢆ㗰ᵓ㐀≀᥋╔ࡍࡿ⪏㟈⿵ᙉᕤἲ㸪㛗ᑑ
ᢏ⾡ࡢᥦ࣭◊✲ࡀ⾜ࢃࢀ࡚࠾ࡾ
1)-4)㸪Ⅳ⣲⧄⥔
᥋╔ᕤἲࡣ༑ศ࡞⿵ಟ࣭⿵ᙉຠᯝࡀ࠶ࡿࡇࡀศࡗ
࡚࠸ࡿࡶࡢࡢ㸪᥋╔ࡢ◚ቯ᮲௳ࡀ᫂☜࡞ࡗ࡚࠸࡞
࠸㸬
ࡑࡇ࡛㸪ᮏ◊✲࡛ࡣ
CFRPࡼࡗ࡚᥋╔⿵ᙉࡉࢀࡓ 㗰ᯈࡢ᥋╔ᛂຊศᕸࢆ᳨ウࡍࡿࡇ࡛᥋╔ࡢ◚ቯ᮲
௳ࢆ᳨ウࡍࡿ㸬ࡲࡓ㸪ࡑࢀඹ」ྜᮦࡢᘬᙇ⪏ຊᨵ ၿἲࡘ࠸࡚ࡶᥦ᳨࣭ウࢆ⾜࠺㸬
ᙎᛶᛂຊ⌮ㄽᘧ5)-7)
㗰ᱱࡢ ࣇࣛ ࣥࢪ እ㠃 Ⅳ ⣲ ⧄⥔ࣉ ࣮ࣞ ࢺ
(CFRP)ࢆ ᥋╔ࡋࡓࡢ᥋╔ࡢࡏࢇ᩿ᙉᗘࢆ᳨ウࡍࡿࡓࡵ㸪ᅗ
1♧ࡍᘬᙇຊ
Pࢆཷࡅࡿ
CFRPࢆ㗰ᯈ᥋╔ࡋࡓ」
ྜᮦࡘ࠸࡚㸪CFRP㸪㗰ᯈࡢᆶ┤ᛂຊ᥋╔ࡢࡏࢇ
᩿ᛂຊศᕸࡢᙎᛶ⌮ㄽᘧࢆồࡵࡿ㸬௨ୗᇶᮏ௬ᐃࢆ
♧ࡍ㸬
1) ᯈᖜ᪉ྥࡢᛂຊኚࡣ↓どࡍࡿ㸬
2) ᯈࡢ᭤ࡆᛂຊࡣ↓ど࡛ࡁࡿ㸬
3)CFRP
ᯈ㸪᥋╔㸪㗰ᯈࡣⷧࡃ㸪ཌࡉ᪉ྥࡢᛂຊ ኚࡣ⏕ࡌ࡞࠸㸬
4)CFRP
ཬࡧ㗰ᯈࡢᛂຊࡣ༢㍈ᛂຊ≧ែ࡛⾲ࡉࢀ
ࡿ㸬
5) ᥋╔ࡣࡏࢇ᩿ኚᙧࡀ༟㉺ࡋ㸪ࡏࢇ᩿ᛂຊࡢࡳ
ࡀ⏕ࡌࡿ㸬
ᅗ
2ࡢᚤᑠせ⣲ࡢຊࡢ㔮ࡾྜ࠸᪉⛬ᘧࡣ㸪
㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃(1.a) 㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃
(1.b)c c a a
A d dx W
s s a a
A d dx W
ᖹᡂ ᖺ ᭶ ᪥ཷ⌮
ࢩࢫࢸ࣒⛉Ꮫ㒊㛛㸦Division of System Science㸧
㸨㸨
ᕤᏛ◊✲⛉㒊㛛㸦Graduate School of Engineering㸧
㛗ᓮᏛᏛ㝔ᕤᏛ◊✲⛉◊✲ሗ࿌➨ᕳ➨ྕᖹᡂᖺ᭶
21
ࡇࡇ
c,Ac
㸸
CFRPࡢᆶ┤ᛂຊ㸪᩿㠃✚
s,As
㸸㗰ᯈࡢᆶ┤ᛂຊ㸪᩿㠃✚
a,Wa
㸸᥋╔ࡢࡏࢇ᩿ᛂຊ㸪᥋╔ᖜ
(1.a,b)ᘧࡼࡾ,
㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃(2.a)
㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃
(2.b)᥋╔ࡢࡏࢇ᩿ࡦࡎࡳࡣ
㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃(3) ࡇࡇ
c, s
u u
㸸
CFRPཬࡧ㗰ᯈࡢ㍈᪉ྥኚ
ta
㸸᥋╔ᒙཌ
ࡲࡓ㸪
࡛࠶ࡿࡢ࡛
ࡼࡗ࡚
ࡇࢀࡼࡾ
㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃(4)
(4)ᘧࢆᚤศࡋ࡚(2a,b)ᘧࢆ௦ධࡍࡿa
࡛⾲♧ࡋࡓ㔮ࡾྜ࠸᪉⛬ᘧࡣ⤖ᒁ㸪
㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃
(5.a)㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃(5.b)
ࡇࡇ㸪
㸸ᇶ‽᥋╔ຍ㛗ࡉ
a a a
A t W
(5.a)
ᘧࡢ୍⯡ゎࡣࡼࡃ▱ࡽࢀࡿࡼ࠺㸪
㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃(6)
ࡇࡇ㸪
C C1, 2ࡣ✚ศᐃᩘ࡛࠶ࡿ㸬 ຊᏛⓗቃ⏺᮲௳ࡣ
࡛ 㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃(7.a)
࡛ 㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃
(7.b)࡛࠶ࡿࡢ࡛㸪(4)ᘧࡼࡾ
࡛ 㺃㺃㺃㺃㺃㺃㺃㺃㺃(8.a)
࡛ 㺃㺃㺃㺃㺃㺃㺃㺃㺃(8.b)
(8.a,b)ᘧࡽ(6)ᘧࡢC C1, 2
ࢆồࡵࡿ
ᅗ 」ྜᮦࡢࣔࢹࣝ
ᅗ ᚤᑠせ⣲ࡢຊࡢ㔮ࡾྜ࠸
c a a
c
d W
dx A
s a a
c
d W
dx A
c s
a a
u u t
c , s
c s
c s
du dx du dx
E E
c s c s
a
a c s a
du du dx
d t E E t
c s a
a a a
c s a
d G d G dx
E E t
a c s a
c s a
d G
d E E t
2 2
1 1
a c s a a a a a a
c s a c c s s a
d d d G W W G
dx E dx E dx t E A E A t
1 1 a a
a
c c s s a
G W
E A E A t
2
2 2
1 0
a a
d dx
2
2 a s s c c
a a s s c c
t E A E A G A E A E A
1 cosh 2 sinh
a
x x
C C
2
x L c 0 , s P A
2
x L c 0 , s P A
2
x L a s a a
s a s s a
d G P G
dx E t E A t
2
x L a s a a
s a s s a
d G P G
dx E t E A t
1 0
C
2
cosh2
a
s s a
P G
C L E A t
⋢ᏹ❶㸪㝕ᕝྖ㸪୰ᮧ᠇୍
22
࡞ࡿ㸬ࡇࢀࢆ(6)ᘧ௦ධࡋᩚ⌮ࡍࡿ㸪
㺃㺃㺃㺃㺃㺃㺃㺃(9)
ḟ
CFRPࡢᆶ┤ᛂຊ
cࢆồࡵࡿ㸬
(9)ᘧ ࢆ ✚ ศ ࡋ 㸪(7.a,b)
ᘧ ࡢ ቃ ⏺ ᮲ ௳ ࢆ ⪃ ៖ ࡍ ࡿ 㸪
CFRPࡢᆶ┤ᛂຊ
cࡣḟᘧࡢࡼ࠺࡞ࡿ㸬
㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃(10.a)
c Ac s As P
࡞ࡢ࡛㸪(10.a)ᘧࡽ㗰ᯈࡢᆶ┤ᛂຊ
sࡣḟᘧࡢࡼ࠺࡞ࡿ㸬
㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃(10.b) ḟ᥋╔ࡢ᭱ࡏࢇ᩿ᛂຊࡘ࠸࡚⪃࠼ࡿ㸬
(9)ᘧࡼࡾ᥋╔ࡢࡏࢇ᩿ᛂຊa
ࡣ
,2 2 L L
x
ࡢࡁ
᭱࡞ࡿ㸬ࡼࡗ್࡚᭱
amaxࡣ
L
ࡀ༑ศ㛗࠸ࡁࡣ㸪
tanh 1 2L
࡞ࡿࡢ࡛㸪
ࢆ௦ධࡋᩚ⌮ࡍࡿ
㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃㺃
(11)」ྜᮦࡢᘬᙇ⪏ຊᨵၿἲ
2⠇࡛ồࡵࡓ(11)ᘧࡢ᥋╔ࡢࡏࢇ᩿ᛂຊࡢᘧࡼࡾ㸪 ᥋╔ࡢࡏࢇ᩿ᛂຊࡣ
CFRP➃㒊࡛᭱࡞ࡿࡇࡀ
ࢃࡿ㸬
᥋╔⿵ᙉࡉࢀࡓ」ྜᮦࡢᙉᗘࡀ᥋╔ࡢࡏࢇ᩿ᙉᗘ
࡛Ỵᐃࡉࢀࡿࡍࡿ㸪
2⠇ࡢ(11)ᘧࡼࡾ㸪᭱ࡏࢇ᩿
ᛂຊ
am a xࢆᢚ࠼ ࡿࡓ ࡵ ࡣ௨ ୗ ♧ࡍ ᨵၿ ᪉ἲ ࡀ⪃
࠼ࡽࢀࡿ㸬
(11)ᘧࡼࡾCFRP
ࡼࡿ᥋╔⿵ᙉࢆࡋࡘࡘ㸪
amaxࢆ
ᑠࡉࡃࡍࡿࡓࡵࡣ㸪
1)᥋╔ᒙཌta
ࢆࡁࡃࡍࡿ㸬
2)㗰ᮦࡢ᩿㠃✚As
ࢆࡁࡃࡍࡿ㸬
3)
᥋╔ᖜ
Waࢆᑠࡉࡃࡍࡿ㸬
௨ୖࡢ
3ࡘࡀ⪃࠼ࡽࢀࡿ㸬ࡑࡇ࡛ᮏ◊✲࡛ࡣ
1) 2)ࡢᘬᙇ⪏ຊᨵၿ᪉ἲࡘ࠸᳨࡚ウࢆ⾜࠺㸬
」ྜᮦࡢᘬᙇヨ㦂ゎᯒࡢᴫせ ᘬᙇヨ㦂
2⠇㸪
3⠇࡛♧ࡋࡓ⌮ㄽᘧࡢ⢭ᗘᘬᙇ⪏ຊᨵၿἲࡢ
᭷ຠᛶࢆ᳨ウࡍࡿࡓࡵ㸪CFRP 㗰ᯈࢆ᥋╔ࡋࡓ」
ྜᮦࡢᘬᙇヨ㦂ࢆ⾜ࡗࡓ㸬
ۑヨ㦂య
ヨ㦂యᙧ≧ࢆᅗ
3ヨ㦂యࢩ࣮ࣜࢬࢆ⾲
1♧ࡍ㸬
L1㸪
L2㸪
N1ヨ㦂యࡣ㸪ᖏᙧ≧ࡢᯈཌ
6 mm㸪ᖜ
90 mm㸪
㛗
800 mmࡢ㗰ᮦࢆ㸪T1 ヨ㦂యࡣ
CFRP➃㒊࿘㎶ࡢ
ᯈᖜࢆ
2ಸࡋ࡚࠸ࡿ㸬
㗰✀ࡣ
L1㸪L2㸪T1ヨ㦂యࡣ
H-SA700㸪N1ヨ㦂
యࡣ
SS400ࡋࡓ㸬࠸࡙ࢀࡢヨ㦂యࡶ୰ᙎᛶᆺⅣ⣲⧄
⥔ࣉ࣮ࣞࢺ
(CFRP ML:ᖜ
50 mm㸪ᯈཌ
2 mm)୍ᒙࢆ
୧㠃᥋╔ࡋ㸪
L1ヨ㦂యࢆᇶ‽㸪
L2ヨ㦂య࡛ࡣ
2ಸ㸪
T1ヨ㦂య࡛ࡣ
0.7ಸ㸪
N1ヨ㦂య࡛ࡣ
0.5ಸ࡞
ࡿࡼ࠺
CFRPࡢᅄ㝮ᚄࡀỴࡲࡗࡓ㔪㔠ࢆධࢀࡿࡇ
࡛᥋╔ᒙཌࢆㄪᩚࡋࡓ㸬
㝆అᛂຊᗘࡀ
SS400ࡢ
2ಸ௨ୖ࠶ࡿ
H-SA700ࢆ
⏝࠸ࡿࡢࡣ㸪᥋╔ࡢࡏࢇ᩿ᙉᗘ㐩ࡍࡿ๓㗰ᯈࡀ 㝆అࡍࡿࡇࢆ㜵Ṇࡍࡿࡓࡵ࡛࠶ࡿ㸬
ᘬᙇ⪏ຊᨵၿຠᯝࡢᇶ‽ࡍࡿࡓࡵ㸪
L1ヨ㦂యࢆ㸪 ᥋╔ᒙཌࡢᘬᙇ⪏ຊཬࡰࡍᙳ㡪ࢆ᳨ウࡍࡿࡓࡵ㸪
L2ヨ㦂య
(ᨵၿἲ
1ࡢ᳨ウ
)ࢆ㸪᥋╔➃㒊⿵๛ࡢᘬᙇ⪏
ຊཬࡰࡍᙳ㡪ࢆ᳨ウࡍࡿࡓࡵ
T1ヨ㦂య
(ᨵၿἲ
2ࡢ
᳨ウ
)ࢆ㸪㗰ᯈ㝆అᚋࡢ᥋╔≉ᛶࢆ᳨ウࡍࡿࡓࡵ
N1ヨ 㦂యࢆ⏝ពࡋࡓ㸬
㗰ᯈ㸪
CFRP㸪᥋╔ࡢ⣲ᮦ≉ᛶࢆ⾲
2㸪
3♧ࡍ㸬 ᥋╔ࡣᾮࢱࣉࡢᖖ ◳ᆺ࢚࣏࢟ࢩᶞ⬡ࢆ⏝
ࡍࡿ㸬᥋╔ࡣ
2㸸◳
1ࡢྜ࡛ㄪྜࡋ㸪
CFRP㈞ࡅᚋ㸪Ẽ
5Υ௨ୖࡢ⎔ቃ࡛
7᪥௨ୖ㣴⏕ࡋࡓ㸬
ۑ㍕Ⲵࣉࣟࢢ࣒ࣛ
㍕Ⲵࣉࣟࢢ࣒ࣛࡣ༢ㄪᘬᙇࡋ㸪CFRP ࡢࡣࡃ㞳
◚ቯࡍࡿࡲ࡛㍕Ⲵࢆ⾜ࡗࡓ㸬ヨ㦂⨨ࡣ
2000 kNࡢ
࣒ࢫ࣮ࣛヨ㦂ᶵࢆ⏝࠸ࡿ㸬
2
cosh sinh
a
a L
s s a
P G x
E A t
2
cosh sinh
c c a
L
s s c c a
P E A t x
E A E A A
cosh 1
cosh2
c c
s s c c
x P E
E A E A L
cosh
1 1
cosh2
c c c c
s
s s s s s c c
x
P A P E A
A A A E A E A L
max
2
cosh sinh2
c c a
a L
s s c c a
P E A t L
E A E A A
tanh2
c c a
s s c c a
P E A t L
E A E A A
max
c c a
a
s s c c a
P E A t
E A E A A
max ( )
a c c
a
a a s s s s c c
G E A
P t W E A E A E A
Ⅳ⣲⧄⥔ࣉ࣮ࣞࢺ㗰ࡢ」ྜᮦࡢ᥋╔ࡏࢇ᩿⪏ຊࠉࡑࡢ㸯ᘬᙇ㍕Ⲵヨ㦂
23
ۑィ ᪉ἲ
ィ ࡣ㸪Ⲵ㔜
Pࡣ࣒ࢫ࣮ࣛヨ㦂ᶵࡢⲴ㔜ィࡽ㸪 ࡦ ࡎ ࡳ ࡣ ᅗ
3 ♧ ࡍ ⟠ ᡤ ࡦ ࡎ ࡳ ࢤ ࣮ ࢪ ࢆ ㈞ ࡋ
CFRPࡢᮦ㍈᪉ྥᆶ┤ࡦࡎࡳࢆ➃㒊ࡽ㸪
5mm㸪
45mm㸪
50mm㸪100mm
ࡢ㛫㝸(G1㸪G2㸪
G3㸪G4)୪࡚㸪ࡲࡓ㗰ᯈࡢࡦࡎࡳࡣ
CFRP➃㒊⨨
(G5)ࢆ⟩ࡦࡎࡳࢤ࣮ࢪࢆ⏝࠸࡚ィ ࡋࡓ㸬
Ⲵ㔜ࡢቑຍᑐࡋ࡚㸪G1 Ⅼࡢ
CFRPࡢࡦࡎࡳ್ࡀ
ࣆ࣮ࢡ࡞ࡾῶᑡࡋጞࡵࡿⲴ㔜ࢆࡣࡃ㞳Ⲵ㔜
Pcrࡋ
࡚ồࡵࡓ㸬
᭷㝈せ⣲ゎᯒ
4.1⠇࡛㏙ࡓ⾲
1ࡢᘬᙇヨ㦂యࡍ࡚ࡘ࠸࡚᭷
㝈せ⣲ἲゎᯒࢆ⾜ࡗ࡚
CFRP㸪㗰ᯈࡢᆶ┤ᛂຊศᕸ㸪᥋╔ࡢࡏࢇ᩿ᛂຊศᕸࢆồࡵࡿ㸬≉⌮ㄽᘧ࡛ࡣ⾲
ࡏ࡞࠸ኚ᩿㠃㗰ᯈࡢྛᛂຊศᕸࢆヲ⣽᳨ウࡍࡿ㸬 ゎᯒᑐ㇟ࡣᖹ㠃ᛂຊ≧ែ࠶ࡿ௬ᐃࡋ㸪2 ḟඖၥ 㢟ࡋ࡚ྲྀᢅ࠺㸬ࡲࡓ㸪ᑐ㇟ࡢᑐ⛠ᛶࡽ
1/4㡿ᇦࢆ
ゎᯒࡍࡿ㸬
ᗄఱᏛⓗቃ⏺᮲௳ࡣ㸪㗰ᯈୗ㠃ࢆ㖄┤᪉ྥ㗰ᯈ୰
ኸࢆỈᖹ᪉ྥኚࢆᣊ᮰ࡋࡓ㸬ຍຊࡣ⮬⏤➃ᙉไ ኚ ࢆ࠼࡚⾜ࡗࡓ㸬ᮦ㍈᪉ྥ
x㍈ࢆࡾཎⅬࢆ
㗰ᯈ୰ኸࡋࡓ㸬
せ⣲ࡣᐃṍ୕ゅᙧせ⣲ࢆ⏝࠸㸪せ⣲ศᩘࡣ
4800ࡋࡓ㸬ᑦ㸪Ⅳ⣲⧄⥔ࣉ࣮ࣞࢺࡣ␗᪉ᛶᮦᩱ࡛࠶ࡿࡀ㸪 ᮏゎᯒ࡛ࡣ➼᪉ᆒ㉁ᮦᩱࡋ࡚ྲྀᢅࡗࡓ㸬
ヨ㦂ゎᯒࡢ⤖ᯝ
ヨ㦂ཬࡧゎᯒࡢ⤖ᯝࢆ⾲
4㸪ᅗ
4㹼
6♧ࡍ㸬
⾲
4ࡣྛヨ㦂యࡢ⏝᥋╔ྡ㸪᥋╔ᒙཌ
ta㸪ࡣ ࡃ㞳Ⲵ㔜
Pcr㸪⌮ㄽᘧࡲࡓࡣ᭷㝈せ⣲ゎᯒ࡛ồࡵࡓ㸪༢
Ⲵ㔜࠶ࡓࡾࡢ᥋╔᭱ࡏࢇ᩿ᛂຊᗘ
amax P㸪᥋╔
ࡢࡏࢇ᩿⪏ຊ
crࢆ♧ࡍ㸬
crࡣḟᘧ࡛⟬ᐃࡋࡓࠋ
͐͐͐͐͐͐͐͐(12)
ᅗ
4ࡣྛヨ㦂యࡢⲴ㔜
Pࡦࡎࡳ 㛵ಀࡢᐇ㦂್
ࢆ♧ࡍ㸬ᅗ
5ࡣⲴ㔜
Pࡀ
70 kNࡢࡢ
CFRP㗰ࡢ ᆶ┤ᛂຊศᕸࢆ
L1㸪L2ヨ㦂యࡘ࠸࡚ࡣ㸪
CFRPࡢᛂ
ᅗ ヨ㦂యᙧ≧D L1,L2,N1ヨ㦂య ET1ヨ㦂య
⾲㸯 ヨ㦂యࢩ࣮ࣜࢬ
W1
㸸㗰ᯈࡢᯈᖜ㸪
W2㸸CFRP ➃㒊ࡢ㗰ᯈࡢᯈᖜ㸪
Wa= 50 mm N1 SS400 E258RW 90.1 90.1 5.96 0.46 L1 H-SA700 E258RS 90.7 90.7 6.07 0.97 L2 H-SA700 E258RS 90.8 90.8 6.05 1.84 T 1 H-SA700 E258RS 89.9 179.2 5.94 0.66ts
mm ta
㗰ᮦ
mmヨ㦂యྡ ᥋╔
W1mm W2
mm
⾲ 㗰ᮦCFRPࡢ⣲ᮦ≉ᛶ
ࣖࣥࢢಀᩘ 㝆అᛂຊ ᘬᙇᙉᗘ ◚᩿ࡦࡎࡳ ୍ᵝఙࡧ ⤠ࡾ
N/mm2 N/mm2 N/mm2 % % %
H-SA700 205000 795 862 11.7 6.6 48.0
SS400 205000 329 443 26.1 15.4 58.6
CFRP ML 295000
㸫
2,169 0.71㸫 㸫
⾲ ᥋╔ຊᏛ≉ᛶ
ࣖࣥࢢಀᩘ
ᶓᙎᛶಀᩘ᭤ࡆᙉᗘ ᅽ⦰㝆అᙉᗘ ᘬᙇᙉᗘ ᘬᙇࡏࢇ᩿╔ᙉᗘ ⾪ᧁᙉᗘ
N/mm2 N/mm2 N/mm2 N/mm2 N/mm2 N/mm2 kJ/mm2
E258RW 4000 1438 61.0 67.0 37.0 27.0 4.2
E258RS 3100 1115 58.0 71.0 34.0 29.0 4.2
JIS K7208 JIS K7208 JIS K7203 JIS K7208 JIS K7113 JIS K6850 JIS K7111
᥋╔ྡ
max
cr Pcr a P
⋢ᏹ❶㸪㝕ᕝྖ㸪୰ᮧ᠇୍
24
*
㗰ᯈ㝆అⲴ㔜
** F.E.M.ゎᯒࡼࡿ⾲ ᐇ㦂࣭ゎᯒ⤖ᯝ
ta Pcr
mm kN N/mm2/kN N/mm2
L1 E258RS 0.968 162.6 (1.00) 0.187 (1.00) 30.44
L2 E258RS 1.844 202.9 (1.25) 0.138 (0.74) 27.92
T 1 E258RS 0.66 201.9 (1.24) 0.122** (0.65) 24.6**
N1 E258RW 0.46 148.2* (0.91) 0.319 (1.70) -
Ave. - - - - 29.2
ヨ㦂యྡ ᥋╔
amaxP
crE L2ヨ㦂య D L1ヨ㦂య
ᅗ ྛヨ㦂యࡢⲴ㔜ࡦࡎࡳ㛵ಀ
F T1ヨ㦂య G N1ヨ㦂య
Ⅳ⣲⧄⥔ࣉ࣮ࣞࢺ㗰ࡢ」ྜᮦࡢ᥋╔ࡏࢇ᩿⪏ຊࠉࡑࡢ㸯ᘬᙇ㍕Ⲵヨ㦂
25
ຊࡣᐇ㦂್ࢆۑ༳࡛⌮ㄽ್ࢆᐇ⥺࡛㸪᭷㝈せ⣲ゎᯒ್
ࡣ◚⥺࡛♧ࡍ㸬㗰ᯈࡢᛂຊࡣᐇ㦂್ࢆی࡛♧ࡍ㸬ᐇ㦂
್ࡢᛂຊࡣࡦࡎࡳࢤ࣮ࢪࡽồࡵࡓࡦࡎࡳ್⣲ᮦࡢ
ࣖࣥࢢ⋡ࢆࡅࡓ್ࢆ᥇⏝ࡋࡓ㸬
ᅗ
6ࡣ
P As࡛↓ḟඖࡋࡓ᥋╔ࡢࡏࢇ᩿ᛂຊ
( )
a P As
ࡢศᕸࢆ
L1㸪
L2ヨ㦂య࡛ࡣ⌮ㄽ್ࢆ
T1ヨ㦂 యࡘ࠸࡚ࡣ᭷㝈せ⣲ゎᯒ್ࢆᐇ⥺(L1)㸪◚⥺
(L2)㸪୍Ⅼ㙐⥺(T1)࡛♧ࡋ㸪᭱ࡏࢇ᩿ᛂຊࡘ࠸࡚
L1ヨ㦂 యᑐࡍࡿẚࡢⓒศ⋡ࢆేࡏ♧ࡍ㸬
ྛ㡯┠ࡘ࠸࡚ࡢ⪃ᐹࢆࡲࡵ࡚♧ࡍ㸬
ۑCFRPࡢࡦࡎࡳᛶ≧
1)
ᅗ
4ࡼࡾ࠸࡙ࢀࡢヨ㦂యࡘ࠸࡚ࡶ
CFRP➃㒊ࡢࡦ ࡎࡳ(G1)ࡀࣆ࣮ࢡ࡞ࡿ
G2ࡢࡦࡎࡳࡢቑຍ㔞ࡀ ῶᑡࡍࡿ㸬
2) N1
ヨ㦂య࡛ࡣ㸪ࡣࡃ㞳Ⲵ㔜(㗰ᯈࡢ㝆అⲴ㔜)㐩ࡍ
ࡿ
G5ࡢ㗰ᯈࡢࡦࡎࡳࡣᛴቑࡍࡿ୍᪉㸪L1㸪L2㸪
T1ヨ㦂య࡛ࡣ㸪ࡣࡃ㞳Ⲵ㔜ᚋࡶ㗰ᯈࡢࡦࡎࡳࡢቑຍ
⋡ࡁ࡞ኚࡣ࡞࠸㸬ࡼࡗ࡚
L1㸪L2㸪T1ヨ㦂య
࡛ࡣ㗰ᮦࡢᙎᛶ⠊ᅖෆ࡛᥋╔ࡢࡣࡃ㞳ࡀ⏕ࡌࡓ
࠸࠼ࡿࠋ
ۑ⌮ㄽゎࡢጇᙜᛶ
3)
ᅗ
5(a)㸪
(b)ࡼࡾ
2⠇࡛♧ࡋࡓ⌮ㄽ್ࡣᙎᛶ⠊ᅖෆ࡛
CFRP
➃㒊㏆ഐࡢᛂຊపୗ≉ᛶࢆⰋዲ⾲ࡍ㸬
4)ࡋࡓࡀࡗ࡚ᛂຊࡢ㔮ࡾྜ࠸࡛ồࡲࡿ᥋╔ࡢࡏࢇ
᩿ᛂຊศᕸ⌮ㄽ್ࡣ㸪ጇᙜ࠸࠼ࡿ㸬
ۑ᭷㝈せ⣲ゎᯒ್ࡢ⢭ᗘ
5)
ᅗ
5(a)㸪
(b)ࡼ ࡾ ᅇ ⾜ ࡗ ࡓ ゎ ᯒ ࡢ せ ⣲ ศ ࡔ
CFRPࡢᆶ┤ᛂຊศᕸࡣ⌮ㄽ್Ⰻዲ୍⮴ࡍࡿ㸬
6)
ᅗ
5(c)ࡼࡾኚ᩿㠃ࡢ㗰ᯈࡢሙྜࡶ㸪ᐇ㦂್᭷㝈せ⣲ゎᯒ್ࡢᆶ┤ᛂຊศᕸࡣࡰ୍⮴ࡍࡿࡇࡽ㸪
᭷㝈せ⣲ἲ࡛ồࡵࡓ᥋╔ࡢࡏࢇ᩿ᛂຊศᕸࡣጇᙜ
࡛࠶ࡿ㸬
ۑ᥋╔ࡢࡏࢇ᩿⪏ຊ
7)
⾲
4ࡼࡾ᥋╔ᒙཌࡸኚ᩿㠃㗰➼㸪ᵝࠎ࡛ࡶࡣࡃ㞳
⏕ ࡌࡿ ᭱ ࡏࢇ ᩿ᛂ ຊ
cr(ࡣ ࡃ㞳 ࡏࢇ ᩿⪏ ຊ
)ࡣ
30.44~24.6N/mm2࡛ᖹᆒ
27.7/mm2࡞ࡿ㸬ࡇࡢࡇ
ࡽ᥋╔ࡢ⪏ຊࡣ᭱ࡏࢇ᩿ᛂຊࡢࡳุ࡛ᐃࡋ࠺
ࡿྍ⬟ᛶࡀ࠶ࡿ㸬
ۑ」ྜᮦࡢᘬᙇ⪏ຊᨵၿἲࡢጇᙜᛶ
8)
⾲
4ཬࡧᅗ
6ࡼࡾ
L2ヨ㦂యࡢ⪏ຊࡣ
L1ヨ㦂యࡢ
1.25ಸ࡞ࡿࡇࡽ᥋╔ᒙཌࡢቑࡣ」ྜᮦࡢᘬ ᙇ⪏ຊᨵၿ᭷ຠ࡛࠶ࡿ㸬
ᅗ CFRP㗰ࡢᆶ┤ᛂຊศᕸ FT1ヨ㦂య DL1ヨ㦂య
E L2ヨ㦂య
ᅗ ᥋╔ࡢࡏࢇ᩿ᛂຊศᕸ
⋢ᏹ❶㸪㝕ᕝྖ㸪୰ᮧ᠇୍
26
9)
ᅗ
6ࡼࡾࡣࡃ㞳⌧㇟ࡀ➃㒊࠾ࡅࡿ᭱ࡏࢇ᩿ᛂ ຊ࡛Ỵᐃࡉࢀࡿ࡞ࡽ㸪CFRP ➃㒊ࡢࡳࡢ㗰ᯈࡢ⿵๛
ࡼࡾ᥋╔ᒙࢆཌࡃࡍࡿࡇྠ➼ࡢຠᯝࡀ࠶ࡿ㸬
ࡲࡵ
ᮏሗ ࡛ࡣ ᥋╔ ࡢ ◚ቯ ᮲௳ ࢆ᫂ ࡽ ࡍ ࡿࡓ ࡵ
CFRP
ࡼࡗ࡚᥋╔⿵ᙉࡉࢀࡓ㗰㒊ᮦࡢ᥋╔ᛂຊศᕸ ࡢ⌮ㄽゎࢆᑟฟࡋ㸪ᐇ㦂ཬࡧゎᯒࢆ⾜࠸᥋╔ࡢ◚ቯ ᮲௳ࡢ᳨ウࢆ⾜ࡗࡓ㸬ࡲࡓ㸪」ྜᮦࡢᘬᙇ⪏ຊᨵၿἲ
ࡘ࠸࡚ࡶᥦཬࡧ᳨ウࢆ⾜ࡗࡓ㸬
ᮏ◊✲࡛ᚓࡽࢀࡓ▱ぢࡣ௨ୗࡢࡼ࠺せ⣙࡛ࡁࡿ㸬
1)⌮ㄽゎࡣᐇ㦂್㸪ゎᯒ್Ⰻዲ୍⮴ࡋ࡚࠸ࡿ㸬
ࡇࡢࡇࡽ⌮ㄽゎゎᯒ್ࡢ⢭ᗘࡣⰋዲ࡛࠶ࡿ㸬
2)᥋╔ᒙཌࡸ㗰ᯈࡀኚ᩿㠃ࡢሙྜ࠾࠸࡚ࡶࡣࡃ
㞳 ⌧ ㇟ ࡀ ⏕ ࡌ ࡿ ᭱ ࡏ ࢇ ᩿ ᛂ ຊ ࡣ ᖹ ᆒ
27.7 N/mm2ࡁࡃࡤࡽࡘ࡞࠸ࡇࡽ㸪ࡣࡃ㞳⪏
ຊࡣ᥋╔ࡢᙎᛶ᭱ࡏࢇ᩿ᛂຊุ࡛ᐃ࡛ࡁࡿྍ
⬟ᛶࡀ࠶ࡿ㸬
3)
᥋╔ᒙཌࢆࡁࡃࡍࡿ」ྜᮦࡢᘬᙇ⪏ຊࡣᨵ ၿࡍࡿ㸬
4) CFRP
➃㒊ࡢ㗰ᯈࡢ⿵๛ࡣ⌮ㄽⓗࡣ」ྜᮦࡢᘬ
ᙇ⪏ຊࡣᨵၿࡍࡿ㸬
ᚋࡢㄢ㢟ࡋ࡚ࡣ㸪ᅇヨ㦂ࢆ⾜ࡗࡓヨ㦂యࡣ
4య
࡛࠶ࡾ㸪᥋╔ࡢṇ☜࡞ᙎᛶ᭱ࡏࢇ᩿ᛂຊࢆุᐃࡍ
ࡿࡣヨ㦂యᩘࡀ㊊ࡾ࡞࠸ᛮࢃࢀࡿࠋࡑࡇ࡛㸪
L1ヨ 㦂య
L2ヨ㦂యྠᑍἲࡢヨ㦂యࢆ」ᩘ〇సࡋ㸪
ᅇྠᵝࡢヨ㦂ࢆ⾜࠺ࡇ࡛㸪ࡼࡾṇ☜࡞᥋╔ࡢᙎ ᛶ᭱ࡏࢇ᩿ᛂຊࡢุᐃࢆ⾜࠺㸬
ཧ⪃ᩥ⊩
1)
⋢ᏹ❶㸪㧗ᯇ㝯ኵ㸪ཎఙᖾ㸪⅊㇂ᚨ㸪᭹㒊᫂⏕㸸 㐃⥆⧄⥔ࣉ࣮ࣞࢺࡼࡿ㗰ᵓ㐀ᘓ≀ࡢ⿵ᙉἲ㛵ࡍࡿ
ᇶ♏ⓗ◊✲㸪㗰ᵓ㐀ᖺḟㄽᩥሗ࿌㞟㸪➨
12ᕳ㸪
pp.239-246㸪 2004.11.2)
⋢ᏹ❶㸪㧗ᯇ㝯ኵ㸪ཎఙᖾ㸪⅊㇂ᚨ㸪᭹㒊᫂⏕㸪
Ⅳ⣲⧄⥔ࣉ࣮ࣞࢺࡼࡿ㗰ᵓ㐀ᘓ≀ࡢ㛗ᑑ㛵ࡍ
ࡿᇶ♏ⓗ◊✲㸦ࡑࡢ㸯㸧ᑠࡤࡾࡢ᭤ࡆ⿵ᙉࡘ࠸࡚ᗈᓥ ᕤᴗᏛ⣖せ㸪◊✲⦅㸪➨
39ᕳู㸪
pp.119-128ࠊ2005.2㸬 3)▼ᕝᩄஅ㸸ࣉࣞࢫࢺࣞࢫࡀᑟධࡉࢀࡓ
CFRPᯈ᥋╔㗰
㒊ᮦࡢࡣࡃ㞳᭤ࡆ࣮࣓ࣔࣥࢺ㸪ᵓ㐀ᕤᏛㄽᩥ㞟㸪Vol㸪
56A㸪pp991-998㸪2010㸬4)
୍㑻㸪⚟၏ኵ㸪୰ᮧᆂ࿃㸪ᯇୖὈ୕㸪Ⅳ⣲⧄⥔
ࢩ࣮ࢺࡼࡿ㗰ᯈᛂຊࡢపୗࡣࡃ㞳ࡏࢇ᩿ᛂຊ㸪ᅵᮌ Ꮫㄽᩥ㞟㸪No.689/I-57㸪pp239-249㸪2001.10
5)ᑠ 㔝 ᫀ Ꮥ 㸸 ᥋ ╔ ᥋ ╔ 㸪 ㈈ ᅋ ἲ ே ᪥ ᮏ つ ᱁ ༠ 㸪
pp179-190,1991.
6)
ᗣ㸪㔠ᒓእ∧᥋╔㒊ࡢᛂຊศᕸᙉࡉ≉ᛶࡘ
࠸࡚㸪᪥ᮏ⯟✵Ꮫㄅ➨
7ᕳ㸪➨
60ྕ㸪1959
ᖺ1᭶ 7)⋢ᏹ❶㸪᭹㒊᫂⏕㸪ᑠ⃝ྜྷᖾ㸪㧗ᯇ㝯ኵ㸪⅊㇂ᚨ㸪
ஂಖ⏣ၨோ㸪Ⅳ⣲⧄⥔ࣉ࣮ࣞࢺ㗰ࡢ」ྜᮦࡢ᥋╔ᛂ ຊࡘ࠸࡚㸪᪥ᮏᘓ⠏ᏛᏛ⾡ㅮ₇᱾ᴫ㞟㸪No22473㸪
945~946㸪2013.8.ㅰ㎡