2021
DOI: 10.1016/j.engstruct.2021.112802
|View full text |Cite
|
Sign up to set email alerts
|

Generalized method for identifying yield-line patterns in T-stubs using discontinuity layout optimization

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
3
0
3

Year Published

2021
2021
2023
2023

Publication Types

Select...
6

Relationship

0
6

Authors

Journals

citations
Cited by 7 publications
(6 citation statements)
references
References 26 publications
0
3
0
3
Order By: Relevance
“…Detailed information can be found in the already given literature. The here presented version of the DLO approach for calculating T-stubs in steel connections was verified on a wide range of experiments from the literature and with numerical and analytical examples [25,7]. Therefore, the presented DLO approach is suitable for solving the given problems.…”
Section: Discontinuity Layout Optimizationmentioning
confidence: 75%
See 1 more Smart Citation
“…Detailed information can be found in the already given literature. The here presented version of the DLO approach for calculating T-stubs in steel connections was verified on a wide range of experiments from the literature and with numerical and analytical examples [25,7]. Therefore, the presented DLO approach is suitable for solving the given problems.…”
Section: Discontinuity Layout Optimizationmentioning
confidence: 75%
“…The DLO was applied in [24] to obtain the limit loads of steel connections with a single bolt loaded in-plane. Afterwards, the method was extended to steel connections loaded out-of-plane in [25], which provides a generalized method for identifying any yield-line patterns in Tstubs. In [7], the method was further verified on a large range of experiments from the literature on bolted flange-plate connections in hollow section members.…”
Section: Introductionmentioning
confidence: 99%
“…Die DLO-Methode kann auch zur Analyse gemauerter Strukturen [28][29][30][31] und von Stahlbetonplatten [32][33][34][35] eingesetzt werden. Die Anwendung auf Probleme des Stahlbaus erfolgte in [10,11,[36][37][38]. Zudem existieren bereits interessante Weiterentwicklungen zur Kombination von FEM und DLO, wie z.…”
unclassified
“…Des Weiteren wird die äußere Arbeit über eine Nebenbedingung normiert, weshalb λ als linearer Laststeigerungsfaktor betrachtet werden kann. Die hier verwendete Variante der DLO-Methode wurde bereits in mehreren Literaturquellen ausführlich erläutert, weshalb an dieser Stelle auf die Quellen [10,11,37,38] verwiesen wird. Die DLO-Methode wird zu rein akademischen Zwecken verwendet.…”
unclassified
“…"""|J}B qt=m CQwY x@ u} wv |r=YD= |OOa |xar=]t "u=H |W@v w |QBU =@ p=YD= C=}RH "2 pmW <= RH= VwQ s}y=it R= xO=iDU= =@ [17] '2014 8 Ow@a w VwDvy u}vJty pt=W xm ' "CU= xOW xO=iDU= VQ@ p=kDv= |= Q@ lQ=Ot |x}yD w V}=tR; s=Hv= x@ R=}v uwO@ xm |}=yp=YD= '|L= Q] |=yxt=vu}}; = Q 'OvQ=O ?U=vt |}xRQr OQmrta 'sRq |=yC}OwOLt w C=t= Rr= u}t -=D =@ \ki w |xYNWt xU Qy 'xOW Qm P OQ=wt x@ xHwD =@ "Ovt=v|t xOW O}} -=D V}B R= |=yp=YD= ltm x@ uwDU x@ Q}D p=YD= QO pO=aDt CQwY x@ |Q}PBpmW w C}@rY 'Ctw=kt x@ Q}D p=YD= ?U=vt |Q}PBpmW Qou=}@ xOW s=Hv= C=ar=]t w OQ=O OwHw |QBU QO = Q QwmPt p=YD= [18] 'AISC |xt=vu}}; u}vJty "CU= |QBU \UwD uwDU xOW C}LqY O}} -=D V}B R= 'OwW xO=iDU= VQ@ p=kDv= |= Q@ u=H jQw R= xm |Dr=L =} uDiQo Q= Qk =@ x]@=Q QO |Q}os}tYD 'xOW Qm P OQ=wt x@ xHwD =@ xH}Dv QO "Ov=O|t |=yp=YD= xwQo QO u=H |W@v w pmW|QBU `]=kt R= xO=iDU= =@ p=YD= uDiQov Q= Qk |UQQ@ x@ R=}v [2] 'u=tDN=U |rt C= QQkt syO EL@t |xOW C}LqY O}} -=D V}B R= "OQ=O |QDW}@ OwOLt <= RH= pOt ' 9 Twm=@; Q= Ri=sQv QO =OD@= 'Q[=L VywSB QO p}rO u}ty x@ xO=iDU= =@ TBU "CU= xOW |HvUCLY |y=oW}=tR; G}=Dv Q@=Q@ QO w |R=Ux}@W xOvyOp}mWD <= RH= VwQ [13] '18 VN@ 3 |xQ=tW =B wQ= |xt=vu}}; s}y=it R= w OwOLt <= RH= pOt OvJ =@ w |R=UxO=}B 2 pmW =@ j@=]t |O=yvW}B p=YD= |= Q@ \}Lt QO Q= Ri=sQv |xaUwD =@ '=yDv= QO w xDiQo CQwY |HvUCLY |y=oW}=tR; 'CU= xOW xDN=OQB u=H |W@v w |QBU `]kt =@ p=YD= 1115 |L=Q] x@ pUm = 'xOvyOp}mWD <= RH= VwQ ltm x@ TBU "OyO VWwB = Q umtt |=yCr=L s=tD =D C}@rY u= R}t w G= QNDU= p=YD= s}rUD u= QwO w s}rUD Qovr '|DNU %|=yQDt= Q=B pY=L u; R= |QDy@ CN=vW =D 'CU= xOW |UQQ@ QwmPt p=YD= |Q}PBpmW w CUO x@ |=yxO=O R= xO=iDU= =@ u}W=t |Q}oO=} VwQ j} Q] R= '=yDv= QO "OwW C}@rY Q_v R= p=YD= R}v w x=Q= |DNU |x@U=Lt |= Q@ xO=U pwtQi l} 'xOt; CQ=Jwri l} ?r=k QO VywSB s=Hv= OvwQ 3 pmW 'QO "CU= xOW |Ov@xk@] "OwW|t xOy=Wt [7] "|QBU p=@ QO |@=QN sR}v=mt `=wv= "1 pmW Ctw=kt '3 sR}v=mt QO "CU=yI}B |oDN}Uo w jQw s}rUD R= |@}mQD pt=W |@=QN w [7] "OvwW|t |oDN}Uo Q=JO =yI}B \ki 'xH}Dv QO w CU=yI}B R= QDW}@ jQw |=yjQw ltm x@ uwDU x@ Q}D |=yp=YD= =@ xU}=kt QO Q}N= p=YD= |rY= Cw=iD w CU= p=YD= QO |QBU p=@ Q=DiQ hQat |=yQvi |DNU w Ctw=kt uOw@ QDtm 'p=@ hQat xm |}=yQvi |DNU "OQ=O =yp=YD= Q}=U x@ C@Uv |QDtm C}@rY 'xH}Dv QO |=yI}B TvH w xR=Ov= 'C}akwt '|QBU Ct=N[ x@ 'OvDUy p=YD= C}@rY u= R}t [98 '3] "OvQ=O |O}OW |oDU@=w uwDU x@ |QBU p=YD= QO xOW xO=iDU= p=YD= |DNU QO |QBU |=yQDt= Q=B Q}F -=D |UQQ@ XwYN QO |O=}R C=ar=]t [10] '2015 u= Q=mty w 4 ROv=vQi C=ar=]t x@ u=wD|t xm 'CU= xOW s=Hv= xDWPo QO |= Q@ pOt l} 'u; QO xm 'OQm xQ=W= p=YD= |WWm |=yxirwt |Q}PBpmW |wQ Q@ "CU= xOW x=Q= |QBU pmWQ}}eD wQ}v MU=B |O}rm |=yQDt= Q=B |v}@V}B p=YD= |}=yv Qovr w x}rw= |DNU |v}@V}B hOy =@ [11] '2018 5 s}m w nvm |DNU u}}aD |= Q@ pOt l} w OvO=O s=Hv= OwOLt <= RH= |R=Ux}@W u}OvJ '|QBU =@ Q}F -=D |wQ Q@ |}xar=]t , = Q}N= "OvOQm u}}aD |QBU |= Q@ |@=QN |=ysR}v=mt `=wv= w x}rw= G}=Dv xm 'CU= xOW s=Hv= p=YD= |DNU u= R}t QO |QBU p=@ x@ xOvvmCNU uOwRi= |x}rw= |DNU 'OYQO 8 =D 7 u}@ Ov=wD|t xOvvmCNU uOwRi= OyO|t u=Wv u; [12] "OyO V}=Ri= = Q p=YD= <=[a= u}@ =yp=YD= Q}F -=D CLD |yHwDp@=k Qw] x@ |Oqwi |xR=U l} Q=DiQ xHwD…”
mentioning
confidence: 99%