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Verification of Structural Analysis :: Table of Contents :: Introduction :: Method :: Process :: Arch Strengthening :: ELFEN :: Full Scale Arch Tests
Unstrengthened Arches :: ARCHTEC Strengthened Arches :: Failure Behaviour :: Conclusions  :: References :: Appendix A :: Appendix B :: Appendix C
Report No. B1660A/V10/R03
August 2003		 Cintec International
Cintec House
11 Goldtops
NEWPORT
NP20 4PH

APPENDIX C

ELFEN RESULTS – STRENGTHENED ARCHES

Result Diagram Legend

Vertical Displacement at Peak Load
[m]

Principal Compressive Stress at Peak Load
[N/m]

Von Mises Equivalent Stress (Effective) at Peak Load
[N/m]

Axial Stress in Reinforcement (Cintec Anchors)
[N/m]

Figure C.1 Archtec Test 1 – 5m TRL Arch with Separated Rings

 

Result Diagram Legend

Vertical Displacement at Peak Load
[m]

Principal Compressive Stress at Peak Load
[N/m]

Von Mises Equivalent Stress (Effective) at Peak Load
[N/m]

Axial Stress in Reinforcement (Cintec Anchors) at Peak Load
[N/m]

Figure C.2 Archtec Test 2 – 5m TRL Arch with Separated Rings

 

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