BuildingTcl -- PlasticHingeLengthModel: Difference between revisions
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(Created page with ';GaussLobattoIntegrationWeights -- gives the same hinge length as the force-based beam-column element with 4 integration points: :Lp=0.05*ElementLength ;Priestley96 -- :Lp1 = 0…') |
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The following are calculated internally: | The following are calculated internally: | ||
;;ElementLength | ;;ElementLength | ||
:: individual-element length | ::: individual-element length | ||
;;fY_ksi | ;;fY_ksi | ||
:: yield strength of the longitudinal reinforcement in the section in ksi (if not specified in section = 60ksi) | ::: yield strength of the longitudinal reinforcement in the section in ksi (if not specified in section = 60ksi) | ||
;;Db | ;;Db | ||
:: diameter of longitudinal reinforcement in the section (if not specified in section = 1.0) | ::: diameter of longitudinal reinforcement in the section (if not specified in section = 1.0) | ||
;;fpc_ksi | ;;fpc_ksi | ||
:: nominal compressive strength of concrete in section (if not specified in section = 4.0 ksi) | ::: nominal compressive strength of concrete in section (if not specified in section = 4.0 ksi) | ||
;;ElementDepth | ;;ElementDepth | ||
:: depth of cross section (if not specified in section = 0.) | ::: depth of cross section (if not specified in section = 0.) | ||
Revision as of 18:13, 2 November 2009
- GaussLobattoIntegrationWeights -- gives the same hinge length as the force-based beam-column element with 4 integration points
- Lp=0.05*ElementLength
- Priestley96 --
- Lp1 = 0.08*(ElementLength)+0.15*(fY_ksi)/(Db);
- Lp2 = 0.3*(fY_ksi)*(Db);
- Lp = min(Lp1,Lp2)
- Berry06 --
- Lp1 = 0.05*(ElementLength) + 0.26*(fY_ksi)*(Db)/(fpc_ksi)^2
- Lp2 = 0.25*(ElementLength)
- Lp = min(Lp1,Lp2)
- Mattock67 --
- Lp = 0.05*(ElementLength) + 0.5*(ElementDepth)
- HOver2 --
- Lp = 0.5*(ElementDepth)
- HOver1 --
- Lp = 1.0*(ElementDepth)
- Point05L --
- Lp = 0.05*(ElementLength)
- Point08L --
- Lp = 0.08*(ElementLength)
The following are calculated internally:
- ElementLength
-
- individual-element length
- fY_ksi
-
- yield strength of the longitudinal reinforcement in the section in ksi (if not specified in section = 60ksi)
- Db
-
- diameter of longitudinal reinforcement in the section (if not specified in section = 1.0)
- fpc_ksi
-
- nominal compressive strength of concrete in section (if not specified in section = 4.0 ksi)
- ElementDepth
-
- depth of cross section (if not specified in section = 0.)