full-scale diaphragm connection testing of structural clt...

14
Full-scale Diaphragm Connection Testing of Structural CLT Panels 10:50 AM, MONDAY, APRIL 27, 2015 WESTERN FORESTRY GRADUATE RESEARCH SYMPOSIUM COLLEGE OF FORESTRY, OREGON STATE UNIVERSITY CORVALLIS, OR Kyle Sullivan, MS Dr. Rakesh Gupta, WSE, PI Dr. Thomas Miller, CE

Upload: others

Post on 01-Oct-2020

2 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: Full-scale Diaphragm Connection Testing of Structural CLT ...gradsymp.forestry.oregonstate.edu/sites/gradsymp/files/Sullivan2015.pdfDr. Rakesh Gupta, WSE, PI Dr. Thomas Miller, CE

Full-scale Diaphragm Connection Testing of Structural CLT Panels

10:50 AM, MONDAY, APRIL 27, 2015 WESTERN FORESTRY GRADUATE RESEARCH SYMPOSIUM COLLEGE OF FORESTRY, OREGON STATE UNIVERSITY CORVALLIS, OR

Kyle Sullivan, MS Dr. Rakesh Gupta, WSE, PI

Dr. Thomas Miller, CE

Page 2: Full-scale Diaphragm Connection Testing of Structural CLT ...gradsymp.forestry.oregonstate.edu/sites/gradsymp/files/Sullivan2015.pdfDr. Rakesh Gupta, WSE, PI Dr. Thomas Miller, CE

• UBC/MyTiCon tests • small scale • panel-to-panel shear connections

• MS Thesis

• Full-scale diaphragm tests

Outline

May 4, 2015

1 (Styxworks, LLC)

Page 3: Full-scale Diaphragm Connection Testing of Structural CLT ...gradsymp.forestry.oregonstate.edu/sites/gradsymp/files/Sullivan2015.pdfDr. Rakesh Gupta, WSE, PI Dr. Thomas Miller, CE

UBC/MyTiCon Tests

May 4, 2015

2

(University of British Columbia and Closen 2015)

0.4 m

(1.3 ft)

0.9 m

Page 4: Full-scale Diaphragm Connection Testing of Structural CLT ...gradsymp.forestry.oregonstate.edu/sites/gradsymp/files/Sullivan2015.pdfDr. Rakesh Gupta, WSE, PI Dr. Thomas Miller, CE

UBC/MyTiCon Tests

May 4, 2015

3

Butt joint

Spline

Half-lap

(FPInnovations 2013)

(Elevation View)

Page 5: Full-scale Diaphragm Connection Testing of Structural CLT ...gradsymp.forestry.oregonstate.edu/sites/gradsymp/files/Sullivan2015.pdfDr. Rakesh Gupta, WSE, PI Dr. Thomas Miller, CE

UBC/MyTiCon Tests

• Wood species: Canadian S-P-F • Only monotonic loading (no dynamic) • Variations

• 3- & 5-ply CLT • Screws in tension (45º) & shear (90º) • 1-2 rows of screws

May 4, 2015

4

Page 6: Full-scale Diaphragm Connection Testing of Structural CLT ...gradsymp.forestry.oregonstate.edu/sites/gradsymp/files/Sullivan2015.pdfDr. Rakesh Gupta, WSE, PI Dr. Thomas Miller, CE

UBC/MyTiCon Tests - Results

• Tension screws (45º) high stiffness & capacity brittle failure

• Tension/shear (45º+90º) high strength & ductility • Screw yielding w/ spline

May 4, 2015

5

Page 7: Full-scale Diaphragm Connection Testing of Structural CLT ...gradsymp.forestry.oregonstate.edu/sites/gradsymp/files/Sullivan2015.pdfDr. Rakesh Gupta, WSE, PI Dr. Thomas Miller, CE

• Full-scale diaphragm test • 8’x2’ panel slices • 3 panels per specimen

• Monotonic loading

• CUREE protocol (dynamic

load)

• ASTM E455 – Static Load Test for Diaphragm

MS Thesis – Full-scale diaphragm tests

May 4, 2015

6

(Sullivan 2015)

Page 8: Full-scale Diaphragm Connection Testing of Structural CLT ...gradsymp.forestry.oregonstate.edu/sites/gradsymp/files/Sullivan2015.pdfDr. Rakesh Gupta, WSE, PI Dr. Thomas Miller, CE

• Ideal setup • No ASTM Std.

MS Thesis – Full-scale diaphragm tests

May 4, 2015

7

(Sullivan 2015)

Page 9: Full-scale Diaphragm Connection Testing of Structural CLT ...gradsymp.forestry.oregonstate.edu/sites/gradsymp/files/Sullivan2015.pdfDr. Rakesh Gupta, WSE, PI Dr. Thomas Miller, CE

• Fastener pattern • 90º+45º (shear + withdrawal) • Similar spacing to MyTiCon/UBC

tests

MS Thesis – Full-scale diaphragm tests

May 4, 2015

8

• 3 layers ONLY of Douglas-fir • Pacific NW • Higher strength • Timber-Concrete-Composite

(TCC) diaphragms

Spline

Half-lap

(FPInnovations 2013)

Page 10: Full-scale Diaphragm Connection Testing of Structural CLT ...gradsymp.forestry.oregonstate.edu/sites/gradsymp/files/Sullivan2015.pdfDr. Rakesh Gupta, WSE, PI Dr. Thomas Miller, CE

MS Thesis – Full-scale diaphragm tests

May 4, 2015

9

• 12 test specimen’s • 3 panels per specimen

• NEED (36) 8’x2’ panels • =576 sq ft of 3-ply CLT • =(9) 8’x8’ panels

Page 11: Full-scale Diaphragm Connection Testing of Structural CLT ...gradsymp.forestry.oregonstate.edu/sites/gradsymp/files/Sullivan2015.pdfDr. Rakesh Gupta, WSE, PI Dr. Thomas Miller, CE

• Strength/stiffness/deflection

• Full-scale vs. small scale results

• Improve CLT diaphragm design methods

MS Thesis – Full-scale diaphragm tests

May 4, 2015

10

Page 12: Full-scale Diaphragm Connection Testing of Structural CLT ...gradsymp.forestry.oregonstate.edu/sites/gradsymp/files/Sullivan2015.pdfDr. Rakesh Gupta, WSE, PI Dr. Thomas Miller, CE

Thank you!

May 4, 2015

11

Page 13: Full-scale Diaphragm Connection Testing of Structural CLT ...gradsymp.forestry.oregonstate.edu/sites/gradsymp/files/Sullivan2015.pdfDr. Rakesh Gupta, WSE, PI Dr. Thomas Miller, CE

References

• Styxworks, LLC CLT Floor Panels. http://styxworks.com/timber-design/clt-floor-panels. Accessed 20 Apr 2015

• University of British Columbia, Closen M (2015) Structural Screw Technology in Tall Wood Buildings.

• FPInnovations (2013) CLT Handbook (US edition).

May 4, 2015

12

Page 14: Full-scale Diaphragm Connection Testing of Structural CLT ...gradsymp.forestry.oregonstate.edu/sites/gradsymp/files/Sullivan2015.pdfDr. Rakesh Gupta, WSE, PI Dr. Thomas Miller, CE

• UBC/MyTiCon tests • small scale • panel-to-panel shear connections

• MS Thesis

• Full-scale diaphragm tests

Outline

May 4, 2015

13 styxworks.com