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MCBH – Construction
MCBH – Inland Site
MCBH – Coastal Site
Pre-Fabricated and stored at Hunt Building in Pearl City
Iroquois - Inland
Wheeler AAF
Iroquois - Coastal
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Chloride Deposition Rates
3000.00
Wheeler AAF
Chloride Deposition Rate (mg/m 2/day)
Iriquois Inland 2500.00
Iriquois Coastal MCBH Inland
2000.00
MCBH Coastal
1500.00 1000.00 500.00 0.00
MCBH Coastal MCBH Inland Iriquois Coastal Iriquois Inland Wheeler AAF
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MCBH Coastal - Exterior exposure (L7) - 7 Months 3.5 Field Specimen 1 Field Specimen 2 3
Field Specimen 3 Control 1 Control 2
2.5
Control 3
Load (kips)
Field Ave Strength Field Peak Disp.
2
Control Ave Strength Control Peak Disp.
1.5
1
0.5
0 0.00
0.05
0.10
0.15
0.20
Elongation (in)
0.25
0.30
0.35
0.40
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MCBH Coastal - Open Crawl exposure (L5) - 7 Months 3.5 Field Specimen 1 Field Specimen 2
3
Field Specimen 3 Control 1 Control 2
2.5
Control 3
Load (kips)
Field Ave Strength Field Peak Disp.
2
Control Ave Strength Control Peak Disp. 1.5
1
0.5
0 0
0.05
0.1
0.15
0.2
Elongation (in)
0.25
0.3
0.35
0.4
Average Peak Strength - 7 Month exposure 1.10 1.00 0.90
Strength Ratio
0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 Control
MCBH Inland MCBH Coast Exterior Open Crawl
Iroquois Coast Exterior
MCBH Coast Exterior
MCBH Coast Covered Crawl
MCBH Coast Ext 3M Open Crawl 4M
Average Displacement at Peak Load - 7 Months Exposure 1.00 0.90
Displacement Ratio
0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 Control
MCBH Inland Exterior
MCBH Coast Covered Crawl
MCBH Coast Iroquois MCBH Coast Open Crawl Coast Exterior Exterior
MCBH Coast Ext 3M Open Crawl 4M
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1.8
Comparison of Steel and Zinc Corrosion Rates 1.6
Steel Coupons
1.4
Weight loss, %
1.2
1
0.8
0.6
0.4
0.2
0 0
500
1000
1500
2000
Number of cycles
2500
3000
3500
1.8
Comparison of Steel and Zinc Corrosion Rates 1.6
Steel Coupons 1.4
Zinc Coupons Weight loss, %
1.2
1
0.8
0.6
0.4
0.2
0 0
500
1000
1500
2000
Number of cycles
2500
3000
3500
16
Ratio of Steel/Zinc corrosion rates
Ratio of Steel/Zinc % Loss .
14
12
10
8
6
4
2
0 0
500
1000
1500
2000
Number of cycles
2500
3000
3500
0.2
Comparison of Steel and Zinc Corrosion Rates
Mass loss (gm/m2/cycle*103) .
0.18 0.16
Steel Coupons
0.14
Zinc Coupons
0.12 0.1 0.08 0.06 0.04 0.02 0 0
500
1000
1500
2000
Number of cycles
2500
3000
3500
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Connection Tests - 1056 cycles - Threads down 3.5 Specimen 1 Specimen 2
3
Specimen 3 Control 1 Control 2
2.5
Control 3
Load (kips)
Specimen Ave Strength Specimen Peak Disp.
2
Control Ave Strength Control Ave Peak Disp. 1.5
1
0.5
0 0
0.05
0.1
0.15
0.2
Elongation (in)
0.25
0.3
0.35
0.4
Connection Tests - 1056 cycles - Threads up 3.5 Specimen 1 Specimen 2
3
Specimen 3 Control 1 Control 2
2.5
Control 3
Load (kips)
Specimen Ave Strength Control Ave Strength
2
Specimen Peak Disp. Control Ave Peak Disp. 1.5
1
0.5
0 0
0.05
0.1
0.15
0.2
Elongation (in)
0.25
0.3
0.35
0.4
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Connection Tests - 1979 cycles - Threads down 3.5 Specimen 1 Specimen 2 3
Specimen 3 Control 1 Control 2
2.5
Control 3
Load (kips)
Specimen Ave Strength Specimen Peak Disp.
2
Control Ave Strength Control Peak Disp.
1.5
1
0.5
0 0
0.05
0.1
0.15
0.2
Elongation (in)
0.25
0.3
0.35
0.4
Connection Tests - 1979 cycles - Threads up 3.5 Specimen 1 Specimen 2 3
Specimen 3 Control 1 Control 2
2.5
Control 3
Load (kips)
Specimen Ave Strength Specimen Peak Disp.
2
Control Ave Strength Control Peak Disp. 1.5
1
0.5
0 0
0.05
0.1
0.15
0.2
Elongation (in)
0.25
0.3
0.35
0.4
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Connection Tests - 2772 cycles - Threads down 3.5 Specimen 1 Specimen 2 3
Specimen 3 Control 1 Control 2
2.5
Control 3
Load (kips)
Specimen Ave Strength Specimen Peak Disp.
2
Control Ave Strength Control Peak Disp.
1.5
1
0.5
0 0
0.05
0.1
0.15
0.2
Elongation (in)
0.25
0.3
0.35
0.4
Connection Tests - 2772 cycles - Threads up 3.5 Specimen 1 Specimen 2
3
Specimen 3 Control 1 Control 2
2.5
Control 3
Load (kips)
Specimen Ave Strength Specimen Peak Disp.
2
Control Ave Strength Control Peak Disp. 1.5
1
0.5
0 0
0.05
0.1
0.15
0.2
Elongation (in)
0.25
0.3
0.35
0.4
1.20
1.00
Strength Ratio
0.80
0.60
0.40
Threads up
0.20
Treads down 0.00 0
500
1000
1500
Number of cycles
2000
2500
3000
1.20
Peak Displacement Ratio
1.00
0.80
0.60
0.40
0.20
Threads up Threads down
0.00 0
500
1000
1500
Number of cycles
2000
2500
3000
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