2016
DOI: 10.3311/ppci.8728
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A Comparison of Large Deflection Analysis of Bending Plates by Dynamic Relaxation

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Cited by 8 publications
(5 citation statements)
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References 39 publications
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“…A two-bay cylindrical roof is illustrated in Figure 25 (Rezaiee-Pajand and Estiri, 2016a, 2016b, 2016c. Each bay is modelled by 150 elements.…”
Section: Two-bay Cylindrical Roofmentioning
confidence: 99%
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“…A two-bay cylindrical roof is illustrated in Figure 25 (Rezaiee-Pajand and Estiri, 2016a, 2016b, 2016c. Each bay is modelled by 150 elements.…”
Section: Two-bay Cylindrical Roofmentioning
confidence: 99%
“…Rezaiee-Pajand and Rezaee (2014) have also suggested a fictitious time step for the kinetic DR method. In recent works, Rezaiee-Pajand and Estiri (2016a, 2016b, 2016c, 2017 conducted some comparative studies on three-dimensional frames, shells and bending plates. Furthermore, these researchers suggested a technique to find equilibrium paths by minimizing external work in the DR method (Rezaiee-Pajand and Estiri, 2016a, 2016b, 2016c.…”
Section: Introductionmentioning
confidence: 99%
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“…Mania et al [27] studied the post-buckling behavior of thin-walled channel cross-section members made of Fiber Metal Laminate subjected to an axial compression and they focused on the initial imperfection influence on the post-buckling response. Liang et al [28] carried out comprehensive experimental and parametric [29] study of the local behavior of stainless steel channel sections subjected to the combined actions of axial compression and minor axis bending moment. The studies that were made in the literature generally consist of numerical or parametric investigation that validated by experimental tests.…”
Section: Introductionmentioning
confidence: 99%
“…(3) h}YwD = Q Q=DU}=B |xv=t=U l} 3 |xrO=at xmu}= x@ xHwD =@ '|W@vH OQm}wQ QO =@ |}x]kv 'wQ u}= R= w CU= C@=F xv=t=U 5 |W@vH w 4 xDiyv |x}=tQ=m `wtHt 'Ovm|t Oy=wN |m}D=DU= |xv=t=U Q=O}=B pO=aD C}a[w Qou=}@ '|W@vH |x}=tQ=m |xv}W}@ sD} Qwor= 'x}=B u}= Q@ "OwW|t xv}tm sDU}U |xDiyv |x}=tQ=m x_Lr u}= QO xm = QJ &Ow@ 'x_Lr Qy QO xv=t=U |W@vH |x}=tQ=m C= Q}}eD uOQm p=@vO =@ |W@vH |=}wB |}=yQ R= |}=Q}t pt=a hPL p}rO x@ 'OwRi= O}=@ "OQw;|t CUO x@ = Q 1 |xrO=at MU=B GRr |xw}W R= QDtm |W@vH |=}wB |}=yQ OQm}wQ QO C=@U=Lt sHL '2 |x]@= Q |xv}W}@ =@ |v=tR |=yx_Lr QO 6 |R=e;R=@ OvtR=}v Qw@Rt VwQ 'OwHw u}= =@ "CU= "CU= |W@vH |x}=tQ=m CqO=at pL |= Q@ uwUOQ=J}Q swO uwv=k |x}=B Q@ =} wB |}=yQ VwQ |R=Ux]@= Q 8 QD= \UwD Q=@ u}DUNv QwmPt VwQ [2] "OW xO=yv u=}v@ 7 pmv=Qi \UwD '|r}Uv= Qi}O QO [4] "OW xOQ@ Q=m x@ p=DQB ?=k p}rLD |= Q@ 'Oa@ p=U l} [3] 'CiQ Q=m x@ '1965 xO=iDU= 9 |@=}pmW p=Ut w |r@=m |=yxm@W |m}D=DU= p}rLD |= Q@ Ov}=Qi u}= 'xt=O= 'xO=U |U} wvxt=vQ@ w |Q=OQ@ |=yC}tm R= xO=iDU= =@ |D=@U=Lt VwQ u}= [5] "OW |oO=U u}vJty 'OwW|t x@=Wt |=yVwQ x@ C@Uv QDtm |x_i=L |Q}oQ=m x@ ? @U |]NQ}e p=Ut pL |= Q@ QFwt |}xw}W x@ = Q u; 'QwmPt VwQ QO G}=Dv |Q=O}=B w "CU= xOQm p}O@D u}vJty w nQR@ 'lJwm |=ypmWQ}}eD |= Q=O |r}]DUt |=yxLiY p}rLD |}=yQ VwQ 'xt=O= QO [7 w 6] "CU=}wB |}=yQ VwQ |=yOQ@Q=m Qo}O R= |Wv=tm Q=DiQ =]N |@=} RQ= [8] "CU= xOW |iQat '|}= Q}t OwHw sOa |=v@t Q@ '|W@vH |=}wB |}x]@=Q u; pL =@ xm 'OW QHvt xS}w Q=Okt |xrUt l} x@ =} wB |}=yQ VwQ QO '|W@vH |x}=tQ=m C= Q}}eD |UQQ@ =@ 'u}vJty [9] "Ot; CUO x@ |oDN=U sQH |= Q@ =@ u= QoWywSB 'Qo}O |wU R= [10] "Ot; CUO x@ |oDN=U |v=tR s=o |= Q@ |}x]@=Q |wk Q= R@= l} '=}wB |}=yQ VwQ xm OvOQm C@=F =yuwDU Vv=tm |xrUt |UQQ@ u}vJty [11] "CU= |]NQ}e COW x@ swO xHQO |r}Uv=Qi}O |xrO=at pL |= Q@ |=yVwQ \UwD 'nQR@ |=ypmWQ}}eD =@ |WtN C=LiY p}rLD |wQ Q@ |}xU}=kt [12] "CiQo CQwY =} wB |}=yQ hrDNt VwQ 'u}vJty [13] "OW K}LYD |oDN=U |v=tR s=o '|}= Qosy MQv V}=Ri= |= Q@ |wU R= [14] "CU= xDiQ Q=m x@ K} QY |OOa |m}t=v}O |=yp}rLD |= Q@ =} wB |}=yQ C=@U=Lt =@ =} wB |}=yQ VwQ =@ 'uQ=kDt=v w uQ=kDt |=yxR=U |Wv=tm Q=@ 'Qo}O R= xR=U |}=DU}= Q}Ut QO |DWoR=@ |=yx}L=v V}=t}B [15] "O};|t CUO x@ |Q=OQ@ w |}=Q}t T} QD=t x@ R=}v uwO@ u} wv |WwQ [16] "CU= QwmPt VwQ |=y|}=v=wD Qo}O Q=DiQ w Q}eDt |=yQ=@ QO VwQ u}= xm 'OW `=O@= pwtat =} wB |}=yQ |x}=B Q@ CaQU u=wD|t '=yu}= Q@ uwRi= [17] "CW=Po V}=tv x@ |QFwt OQmrta 'xv=t=U O=}R |]NQ}e xDmv u}= xm 'OQm = QH= |m}i=Qo |=yxOvR=OQB |wQ Q@ = Q =} wB |}=yQ sD} Qwor= |xDUy [18] "OwW|t T=}ktnQR@ |=ypOt |= Q@ QwmPt VwQ QD`} QU OQmrta ? @U uwUi= Q-uDw}v VwQ '2017 u= Q=mty w 10 TDw@twQ VywSB QO 'Qo}O |wU R= R}v '2017 u= Q=mty w |ra VywSB QO [19] "CU= xOW xU}=kt =} wB |}=yQ ui =@ K}LYD =} wB |}=yQ ltm x@ |r@=m |=yu=tr= l=m]Y= uwO@ CmQL |ak=wQ}e ZQi 11 RwUmvq sD} Qwor= R= xO=iDU= =@ =} wB |}=yQ VwQ |}=Qosy MQv 'u}vJty…”
mentioning
confidence: 99%