over time repetitive axial loading will increase

Now, the force created by the load can be calculated as. Fi)_F!!!Q1!!!98"hF[O"hF[P"fD>!4`*:!6>-V! )]TJ /F4 1 Tf 12 0 0 12 350.161 213.857 Tm 0 Tc 0.0002 Tw [( )-9.8(which is well below our allowed)]TJ -21.68 -1.8 TD 0.0003 Tw (value of 0.005 in. For the eccentrically loaded column specimens, the lateral displacement due to eccentric moment and axial shortening due to axial compression increased with time. 0 G 0 J 0 j 0.5 w 10 M []0 d BX /GS1 gs EX 1 i 131.876 706.129 m 141.157 706.129 l 177.782 706.129 m 234.907 706.129 l S BT /F9 1 Tf 12 0 2.64 11.985 91.063 703.039 Tm 0 g 0 Tc 0 Tw (s)Tj /F7 1 Tf 7 0 0 6.991 99.657 700.012 Tm (all)Tj 12 0 0 11.985 121.47 703.039 Tm (K)Tj 0.9714 0.6276 TD (P)Tj 0.0234 -1.3906 TD 3.1364 Tc (AW)Tj 13.4714 0.763 TD 4.0238 Tc [(Wi)4023.8(n)]TJ /F9 1 Tf -15.3073 0 TD 2.214 Tc [(==)-5049.5(=)-757.8(\336)617.7(=)]TJ /F3 1 Tf 3.4818 0 TD 0.25 Tc (13)Tj 3.3906 0.6276 TD 0 Tc (1000)Tj 0.651 -1.3906 TD [(0)-250(0625)]TJ 3.8516 0.763 TD [(27692)-3609.3(0)-250(7511)]TJ 7 0 0 6.991 187.157 690.898 Tm (2)Tj 16.6696 1.308 TD (2)Tj 12 0 0 11.985 159.157 703.039 Tm 0.6172 Tc (. 5[be>AmhhG-6l&P/M'=87O)?G5[Y_=-=O,D@B]k],=k?W/--;)49.Jq/0IA++L'*Y )rtS!Vccs Book !ZeN;ncA5K7(E?g!UrNG=]i3:4ot4C Formulas for Stress and Strain, 5)Tj 6.96 0 0 6.96 469.042 557.777 Tm (th)Tj 12 0 0 12 474.481 552.737 Tm 0 Tw ( ed.,)Tj -32.04 -1.16 TD 0.0001 Tc 0.0003 Tw (McGraw-Hill Book Co., New York. These cookies do not store any personal information. =Y20nYRrCi(F)>P(OG-Z/M'>p&M((%,=F+7YS'P(OG-]+g;c/jB5V&/M&J)YQ?+? Mechanics of Materials, 3)Tj 6.96 0 0 6.96 329.281 682.577 Tm (rd)Tj 12 0 0 12 335.079 677.537 Tm 0.0003 Tw ( ed., Prentice Hall, Engelwood Cliffs. In this case, we must design for )Tj /F10 1 Tf 13.8898 0 TD 0 Tw (s)Tj /F4 1 Tf 6.96 0 0 6.96 263.916 692.897 Tm (max )Tj 12 0 0 12 279.38 695.297 Tm (=)Tj /F10 1 Tf 0.564 0 TD (s)Tj /F4 1 Tf 6.96 0 0 6.96 293.385 692.897 Tm (all)Tj 12 0 0 12 90.001 680.897 Tm (2. )Tj ET 0.5 w 159.001 373.191 m 223.72 373.191 l S BT /F7 1 Tf 12 0 0 12 92.532 370.097 Tm 1.027 Tc [(AW)143.9(T)-7310.2(T)]TJ /F9 1 Tf 0.8438 0 TD 2.8442 Tc (==)Tj 6.599 0.6276 TD 0 Tc 0 Tw (+)Tj -2.4167 -0.1536 TD (\346)Tj 0 -1.0651 TD (\350)Tj 5.9323 1.0651 TD (\366)Tj 0 -1.0651 TD (\370)Tj 2.1719 0.5911 TD (=)Tj /F3 1 Tf -10.4297 0 TD (*)Tj 3.3125 0.6276 TD 2.4427 Tc (..)Tj 5.5807 -0.6276 TD 2.3411 Tc (*. Thus when designing compression members subjected to high axial load, the effects of the sustained moment and long-term deformation on the behavior of the compression members should be considered. This ScienceStruck post brings to you the definition of axial load, and also the formula for axial load calculation for better understanding. For instance, Pilkey \(1997\))Tj 0 -1.16 TD (provides an updated version of Peterson's \(1974\) graphical data and Roark and Young)Tj 0 -1.14 TD (\(1989\) provides formulas. Axial loading is top-down loading - meaning the weight during the lift is moving vertically instead of horizontally. [C,VYQ.L%YQ8083\M=% 18CTAP-C129746-02). TSE: Planning and Performing Experiments, Analyzing Experimental Results, and Drafting the Manuscript. diameter hole in the top)Tj /F10 1 Tf -1.5 -1.16 TD (\267)Tj /F13 1 Tf 0.46 0 TD ( )Tj /F4 1 Tf 1.04 0 TD (That it has a fillet in it. Usual nominal dimensions in U.S. ,9XJs>#ABH+L$hn,?Z.nm86t1+L"R.,?Z.nOAT+)+Ku;C,?Z05/M&"e72T]++KtlS Terms and Conditions, Service load analysis of slender reinforced concrete columns. !&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8 Eric specializes in helping athletes and online clients achieve optimal performance in the gym and on the playing field. !$\@s2r:HRbRA The force generated (F) is, F = ma Where 'm' is the mass of the load, and 'a' is its acceleration. More hysteresis energy was lost up to 3000 cycles of loading in the axial torque group (P<0.014). A load, when applied to an object, subjects it to some force. )'_O[*ln'ah A non-osteoporotic adult presented with multilevel compression fractures at the apex of the thoracic kyphosis after strenuous rope jumping. YU_6..Om#$!3c\qYQdH&/M')i.Om#$2(^A&\,mm"E"F/%! If your restricted ankle issues stem from joint mobility problems, foam rolling and stretching won't help. 2011) and the fluid levels, in both experimental models as well as in clinical studies (Cheung et al. There is also strong evidence that repetitive load-ing affect both discs and vertebrae, and can cause path- )Tj 3 -3.46 TD 0.0001 Tw (K values for a circular hole centered in an axially loaded plate can be calculated)Tj -3 -1.16 TD 0.0003 Tw (using the formula \(Roark and Young \(1989\)\))Tj 8.32 -1.92 TD 0 Tw ( )Tj ET 0.499 w 263.907 422.113 m 276.596 422.113 l 325.196 422.113 m 337.885 422.113 l 395.986 422.113 m 408.675 422.113 l S BT /F7 1 Tf 12.001 0 0 11.97 195.118 419.027 Tm (K)Tj 6.3151 0.6276 TD (r)Tj -0.5078 -1.3906 TD (W)Tj 5.6146 1.3906 TD (r)Tj -0.5078 -1.3906 TD (W)Tj 6.4062 1.3906 TD (r)Tj -0.5078 -1.3906 TD (W)Tj /F9 1 Tf -15.8307 0.763 TD 0.9067 Tc [(=-)-3138.1(+)]TJ 9.3438 0.4661 TD 0 Tc (\346)Tj 0 -1.0495 TD (\350)Tj 1.5964 1.0495 TD (\366)Tj 0 -1.0495 TD (\370)Tj 1.1146 0.5833 TD (-)Tj 3.1875 0.4661 TD (\346)Tj 0 -1.0495 TD (\350)Tj 1.5964 1.0495 TD (\366)Tj 0 -1.0495 TD (\370)Tj /F3 1 Tf -16.0521 0.5833 TD 0.9115 Tc [(33)661.5(1)911.5(3)]TJ 4.0182 0.6276 TD 0 Tc (2)Tj 1.9896 -0.6276 TD 0.25 Tc [(36)250(6)]TJ 3.1172 0.6276 TD 0 Tc (2)Tj 2.8177 -0.6276 TD 0.25 Tc [(15)250(3)]TJ 3.0807 0.6276 TD 0 Tc (2)Tj 7.001 0 0 6.982 344.386 432.712 Tm 9.5982 Tc (23)Tj 12.001 0 0 11.97 239.279 419.027 Tm 0 Tc [(.)-1117.2(*)-2729.2(.)-1153.6(*)-4031.2(. BT /F4 1 Tf 12 0 0 12 90.001 709.217 Tm 0 g BX /GS1 gs EX 0 Tc 0.0001 Tw (From the graph, you can see that 1.75> /ExtGState << /GS1 14 0 R >> >> endobj 39 0 obj << /Length 3874 >> stream 2012; Dimitriadis et al. !*TBD!/U\R!)`e#!(6gO!?(pE!&">G!!<4p!6kK[! 2003; Masuoka et al. Uncommon geometries can be investigated using finite)Tj 0 -1.16 TD 0.0001 Tw (element analysis \(an upper level numerical method\). Eccentrically loaded concrete columns under sustained load. is the Factor of Safety in shear which may differ from that for normal stress, but)Tj 0 -1.14 TD 0 Tw (usually does not. Tatsa, E. Z. )Tj 0.7891 -1.3906 TD (*. Recent studies suggest that the onset of OA may be determined by a shift in load-bearing to less frequently loaded regions of the cartilage and subsequent progression of OA is caused . F = The force generated by the axial load. The increasing rates of such long-term deformations rapidly decreased with increasing time. There is also strong evidence that repetitive load-ing affect both discs and vertebrae, and can cause path- )Tj 0 -2.32 TD 0.0002 Tw (Roark, Raymond J. and W.C. Young \(1989\). The stress, )Tj /F10 1 Tf 12 0 2.551 12 427.921 421.697 Tm 0 Tw (s)Tj /F4 1 Tf 12 0 0 12 435.157 421.697 Tm (, is related as)Tj -28.763 -1.2 TD (follows:)Tj ET 0 G 0 J 0 j 0.499 w 10 M []0 d 1 i 312.589 384.289 m 321.862 384.289 l 360.328 384.289 m 380.748 384.289 l S BT /F9 1 Tf 11.99 0 2.638 11.985 290.983 381.199 Tm (s)Tj 6.0585 -0.763 TD (s)Tj 11.99 0 0 11.985 302.66 381.199 Tm 1.3 Tc [(=\336)154.2(=)]TJ /F7 1 Tf 0.9323 0.6276 TD 0 Tc (P)Tj 0.0234 -1.3906 TD (A)Tj 2.1823 0.763 TD (A)Tj 1.7708 0.6276 TD (P)Tj 6.994 0 0 6.991 370.195 369.027 Tm 0.0001 Tc (all)Tj /F3 1 Tf -0.4732 2.3884 TD (max)Tj /F12 1 Tf 12 0 0 12 381.841 381.137 Tm 0 Tc ( )Tj /F4 1 Tf 10.5006 0 TD 0.0064 Tc [(\(1)6.4(\))]TJ -34.8206 -2.58 TD 0 Tc (P)Tj 6.96 0 0 6.96 96.721 347.777 Tm (max)Tj 12 0 0 12 108.721 350.177 Tm 0.0001 Tw ( is the maximum internal force acting at the section of interest and )Tj /F10 1 Tf 26.7503 0 TD 0 Tw (s)Tj /F4 1 Tf 6.96 0 0 6.96 436.961 347.777 Tm (all )Tj 12 0 0 12 447.401 350.177 Tm (is the)Tj -29.7833 -1.2 TD 0.0002 Tw (allowable stress the material can sustain. BT /F4 1 Tf 12 0 0 12 214.081 695.537 Tm 0 g BX /GS1 gs EX 0 Tc 0.0003 Tw (First, we will do summation of forces:)Tj /F7 1 Tf 12.009 0 0 12 242.771 680.417 Tm 4.2796 Tc [(FV)1221.3(V)]TJ 7.005 0 0 7 248.713 677.417 Tm 0 Tc 0 Tw (y)Tj /F9 1 Tf 18.014 0 0 18 228.072 677.698 Tm (\345)Tj 12.009 0 0 12 286.304 680.417 Tm 1.6567 Tc [(-=)679.7(\336)500.5(=)]TJ /F3 1 Tf -2.5911 0 TD 0 Tc [(:)-99.6(1000)-968.6(2)-1755.2(0)-3161.5(500)]TJ ET 0 G 0 J 0 j 0.5 w 10 M []0 d 1 i 110.688 646.609 m 120.095 646.609 l 158.595 646.609 m 174.595 646.609 l 235.282 646.609 m 251.282 646.609 l 289.938 646.609 m 327.97 646.609 l 366.626 646.609 m 432.407 646.609 l S BT /F9 1 Tf 12 0 2.64 11.985 91.095 643.519 Tm (t)Tj 5.8007 -0.763 TD 5.9516 Tc (ttt)Tj 12 0 0 11.985 100.751 643.519 Tm 1.8599 Tc [(=)549.5(\336)714.1(=\336)-1134.9(=\336)701.1(=)-1835.9(\336)701.1(=)-4182.2(=)-1372.4(\273)]TJ /F7 1 Tf 0.8698 0.6276 TD 0 Tc (V)Tj 0.0912 -1.3906 TD (A)Tj 2.1875 0.763 TD (A)Tj 1.9896 0.6276 TD (V)Tj 2.474 -0.6276 TD 1.0055 Tc (WC)Tj 3.9167 0.6276 TD 0 Tc (V)Tj 2.4766 -0.6276 TD (C)Tj 2.9948 0.6276 TD (V)Tj -1.1849 -1.3906 TD (W)Tj 4.5807 0.763 TD 13.6559 Tc [(Ci)13655.9(n)]TJ 7 0 0 6.991 165.251 631.347 Tm 0 Tc [(all)-9899.3(all)-9899.3(all)]TJ /F3 1 Tf 5.0089 1.3125 TD (1)Tj 14.0625 -1.308 TD (1)Tj 12 0 0 11.985 390.47 651.041 Tm (500)Tj -2.013 -1.3906 TD [(1)-250(815)-700.5(11610)]TJ 6.5937 0.763 TD [(0)-250(0237)-1020.7(0)-250(025)]TJ -19.9271 0 TD (*)Tj 8.2031 -0.763 TD 5.1302 Tc [(*. )Tj /F10 1 Tf -1.5 -1.16 TD 0 Tw (\267)Tj /F13 1 Tf 0.46 0 TD ( )Tj /F4 1 Tf 1.04 0 TD 0.0002 Tw (Last, we will check all of our dimensions by using the allowable deformation. For elastic materials, )Tj /F10 1 Tf 25.3897 0 TD 0 Tw (s)Tj /F4 1 Tf 6.96 0 0 6.96 401.914 333.377 Tm (all)Tj 12 0 0 12 408.721 335.777 Tm ( is usually determined)Tj -26.56 -1.2 TD (by )Tj /F10 1 Tf 1.26 0 TD (s)Tj /F4 1 Tf 6.96 0 0 6.96 112.357 318.977 Tm (yield)Tj 12 0 0 12 126.241 321.377 Tm 0.0002 Tw ( /F.S. Prediction of creep, shrinkage and temperature effects in concrete structures, ACI 209R-92 (p. 47). The whole impact process was simulated and the time history of the impact load was obtained. 18CTAP-C129746-02, Land & Transport Technology Promotion Research Program) funded by the Ministry of Land, Infrastructure and Transport of Korea. It is mandatory to procure user consent prior to running these cookies on your website. !&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8 Typically finding area )Tj /F8 1 Tf 12.6098 0 TD (A )Tj /F4 1 Tf 0.8611 0 TD 0.0001 Tw ( reduces to a single calculation such as length of a side)Tj -13.4708 -1.16 TD (or diameter of a rod. )Tj /F6 1 Tf 0 -2.2 TD 0.0001 Tc 0.0006 Tw (Strength Design of Bracket)Tj /F4 1 Tf 0 -1.4 TD 0 Tc (1. 2012; Dimitriadis et al. By using this website, you agree to our ()7Ms&ePZc%LigS$4-tC"pG,3!W`9P73b90+L!2#YQQ9t84Y?a81cA],=Z(F +X'u?/5&rE+@V/q6lR9m=Y20t;^4q4>$*a'+X'u?/5&rE3#a"a=Y22/'15k()Zj.o )Tj -1.5 -3.46 TD (3. !!!-.!!E9A!,qo?!!!-.!!WEC!/s<88l&,J.m\2i@;JY;6q0dE9LCkD!)3Gm!)`f. 1-csuFtu<0A83kb+Co4B5UKZA1-csc?SXkn:K0)7+AYrl\,r82,UXZm:MTtR5n=$@ So here we need only be concerned with normal forces. /MYQ.$u6nKqjYQdJ!#=E&0/MYYWuX$!/hu)/AR.%\.AXL?n2Xr,@k4f=Khm9 Magnetic resonance imaging demonstrated diffuse bone marrow changes in the vertebral bodies with only a small unilateral endplate fracture. *)Tj 2.8802 -0.763 TD 0.6615 Tc (*. :9c1!/LWA!Fu=G!0.%8!IOn1!2]gh""=Ck"tBfl!QbCW We must:)Tj /F10 1 Tf T* (\267)Tj /F13 1 Tf 0.46 0 TD ( )Tj /F4 1 Tf 1.04 0 TD 0.0002 Tw (Guess at a value for the width of the upper section)Tj /F10 1 Tf -1.5 -1.14 TD 0 Tw (\267)Tj /F13 1 Tf 0.46 0 TD ( )Tj /F4 1 Tf 1.04 0 TD 0.0002 Tw (Substitute it into a formula or use a graph to find K, the stress concentration factor)Tj /F10 1 Tf -1.5 -1.18 TD 0 Tw (\267)Tj /F13 1 Tf 0.46 0 TD ( )Tj /F4 1 Tf 1.04 0 TD (Calculate )Tj /F10 1 Tf 4.0272 0 TD (s)Tj /F4 1 Tf 6.96 0 0 6.96 163.564 387.377 Tm (trial)Tj /F10 1 Tf 12 0 0 12 90.001 375.377 Tm (\267)Tj /F13 1 Tf 0.46 0 TD ( )Tj /F4 1 Tf 1.04 0 TD (Check )Tj /F10 1 Tf 2.8052 0 TD (s)Tj /F4 1 Tf 6.96 0 0 6.96 148.899 372.977 Tm (trial )Tj 12 0 0 12 163.592 375.377 Tm 0.0002 Tw (against an allowable stress to see if our guess was accurate within a)Tj -4.6326 -1.18 TD (reasonable tolerance or not. Both normal and shear stresses)Tj 0 -1.16 TD 0 Tw (must be considered. Customary units are given to the closest)Tj 0 -1.14 TD 0.0001 Tw (inch: 1, 1/8, 1/16, 1/32, etc. )Tj 3 -2.32 TD 0.0001 Tw (You may encounter a member with several loads applied throughout the length, or)Tj -3 -1.14 TD 0.0003 Tw (one that has several different materials or cross sectional areas. )Tj /F6 1 Tf 0 -2.22 TD 0.0001 Tc 0.0009 Tw (Normal Stress)Tj /F4 1 Tf 0 -1.38 TD 0 Tc 0.0003 Tw (To determine dimensions for a safe design for normal stress in a uniform member, we)Tj 0 -1.16 TD 0.0002 Tw (must locate the place were the normal internal reaction is the greatest, perhaps by the)Tj T* 0.0001 Tw (method of sectioning or by drawing a load diagram. Open Access This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made. Journal information: ISSN 1976-0485 / eISSN 2234-1315. Copyright Science Struck & Buzzle.com, Inc. The axial shortenings of the eccentrically and concentrically loaded columns agreed well with the predictions based on the existing creep and shrinkage models of concrete specified in ACI 209R-92. !/(AY".BG_!ndQr!7(cT!8[gZ"M=f^!j2W""RlRm (1992). !l"d\Z=G$i5mmb+!6PQI!$;9J!9jah!$;9>!29`!5\_B+-::? New Jersey: Prentice Hall Inc. Mickleborough, N. C., & Gilbert, R. I. The increase rate of lateral strain was faster than that of axial strain after 80 percent of the ultimate load. )Tj /F10 1 Tf -1.5 -1.16 TD 0 Tw (\267)Tj /F13 1 Tf 0.46 0 TD ( )Tj /F4 1 Tf 1.04 0 TD 0.0001 Tw (Second, we will move to the hole in the upper bracket. and Shandong Provincial Key Lab. Cookies policy. 2007). The results of the present study were summarized as follows. !BW=g/A\6EgtF6Eh(i But opting out of some of these cookies may have an effect on your browsing experience. However, if the nonuniformity is)Tj 0 -1.16 TD (abrupt then the stress changes sharply forming a stress concentration. For)Tj -3 -1.16 TD 0 Tw (2014-T6 aluminum, )Tj /F10 1 Tf 8.2505 0 TD (s)Tj /F4 1 Tf 6.96 0 0 6.96 196.243 493.937 Tm (yield)Tj 12 0 0 12 210.001 496.337 Tm 0.0001 Tw ( in compression and tension is 60 ksi. _Z4$F_Z7IR_Z9-,_Z9]+TUs4+TMQDDZV'^If^bnY6#jI!rstU+TO_.+TP:>+TMTG_ZI^W+p&qi If the nonuniformity is gradual, then the change in stress is)Tj 0 -1.14 TD 0.0002 Tw (smooth and a stress concentration may not occur. =Lf8t4!>QS!N6,$!"1;[YRi$GYRr*H!%W/6F*.I"7;5.YBgbC(7! *9/L!4i.G!>tk$!.P!&"4I7* )Tj -1.5 -2.34 TD 0 Tw (Lower Section)Tj /F6 1 Tf 0 -2.2 TD (FBD:)Tj ET 0 G 0 J 0 j 0.72 w 10 M []0 d 1 i 302.521 176.657 m 302.521 147.377 l S 298.561 148.337 m 302.401 140.417 l 306.241 148.337 l 298.561 148.337 l f* 306.121 284.657 m 306.121 255.377 l S 309.841 283.937 m 306.001 291.857 l 302.161 283.937 l 309.841 283.937 l f* 1 g 263.281 176.897 78.48 64.08 re f 262.921 241.337 79.2 -64.8 re S 262.801 241.457 m 264.721 242.417 l 266.881 243.377 l 268.321 244.337 l 269.041 244.577 l 269.761 244.337 l 270.721 242.897 l 271.201 240.737 l 271.441 239.777 l 271.681 239.057 l 271.681 238.337 l 273.121 239.297 l 274.081 239.777 l 274.561 240.257 l 275.041 240.497 l 275.041 240.737 l 274.801 240.257 l 274.321 239.777 l 274.321 238.817 l 274.561 238.337 l 274.801 238.097 l 275.761 237.617 l 276.721 237.377 l 277.441 237.617 l 278.401 238.097 l 279.121 238.817 l 279.841 239.297 l 281.521 240.017 l 285.121 241.217 l 285.601 241.457 l 285.841 241.457 l 286.081 239.537 l 286.321 238.817 l 286.801 238.337 l 287.521 238.337 l 288.241 238.577 l 288.961 239.057 l 289.681 239.297 l 291.361 239.777 l 292.561 240.257 l 294.001 240.977 l 294.721 241.217 l 294.961 241.457 l 295.441 241.457 l 295.921 241.697 l 296.641 241.937 l 297.841 242.417 l 298.801 242.177 l 299.761 241.697 l 300.721 241.457 l 301.681 241.457 l 302.401 241.697 l 303.361 242.417 l 304.081 243.137 l 304.801 243.377 l 305.281 242.897 l 305.521 242.177 l 305.521 241.217 l 305.761 240.257 l 307.681 236.417 l 309.361 238.337 l 310.801 240.257 l 311.041 241.217 l 311.041 242.417 l 311.281 243.137 l 311.521 243.377 l 311.761 243.377 l 312.721 242.417 l 313.441 241.217 l 314.881 238.337 l 316.801 235.457 l 318.241 235.697 l 318.961 235.937 l 319.681 236.417 l 322.561 239.297 l 323.041 240.017 l 323.281 240.737 l 323.281 240.977 l 323.041 240.977 l 322.321 240.497 l 321.361 240.017 l 321.121 240.017 l 321.361 240.017 l 322.081 240.497 l 323.041 241.217 l 324.721 242.417 l 324.961 241.697 l 324.961 240.737 l 325.201 239.777 l 325.681 239.297 l 326.401 239.537 l 327.361 240.017 l 328.081 240.977 l 328.801 241.457 l 331.681 242.417 l 332.401 240.977 l 332.881 239.297 l 332.881 237.137 l 333.121 236.177 l 333.841 235.457 l 334.321 235.217 l 335.761 235.937 l 337.681 237.377 l 338.641 237.617 l 339.601 238.097 l 340.561 238.337 l 340.801 238.337 l 262.801 241.457 l f* 0 g 264.481 242.657 m 265.201 242.657 l 265.201 241.937 l 263.281 240.977 l 262.561 240.977 l 262.561 241.697 l f 266.641 243.617 m 267.361 243.617 l 267.361 242.897 l 265.201 241.937 l 264.481 241.937 l 264.481 242.657 l f 267.361 244.097 m 268.081 244.097 l 268.081 243.377 l 267.361 242.897 l 266.641 242.897 l 266.641 243.617 l f 268.081 244.577 m 268.801 244.577 l 268.801 243.857 l 268.081 243.377 l 267.361 243.377 l 267.361 244.097 l f 268.801 244.817 m 269.521 244.817 l 269.521 244.097 l 268.801 243.857 l 268.081 243.857 l 268.081 244.577 l f 268.801 244.817 m 269.521 244.817 l 270.241 244.577 l 270.241 243.857 l 269.521 243.857 l 268.801 244.097 l f 269.521 244.577 m 270.241 244.577 l 270.721 243.857 l 270.721 243.137 l 270.001 243.137 l 269.521 243.857 l f 270.001 243.857 m 270.721 243.857 l 271.201 243.137 l 271.201 242.417 l 270.481 242.417 l 270.001 243.137 l f 270.481 243.137 m 271.201 243.137 l 271.681 240.977 l 271.681 240.257 l 270.961 240.257 l 270.481 242.417 l f 270.961 240.977 m 271.681 240.977 l 271.921 240.017 l 271.921 239.297 l 271.201 239.297 l 270.961 240.257 l f 271.201 240.017 m 271.921 240.017 l 272.161 239.297 l 272.161 238.577 l 271.441 238.577 l 271.201 239.297 l f 271.801 239.297 m 271.801 238.097 l 271.801 238.817 m 271.801 237.857 l S 272.881 239.537 m 273.601 239.537 l 273.601 238.817 l 272.161 237.857 l 271.441 237.857 l 271.441 238.577 l f 273.841 240.017 m 274.561 240.017 l 274.561 239.297 l 273.601 238.817 l 272.881 238.817 l 272.881 239.537 l f 274.321 240.497 m 275.041 240.497 l 275.041 239.777 l 274.561 239.297 l 273.841 239.297 l 273.841 240.017 l f 274.801 240.737 m 275.521 240.737 l 275.521 240.017 l 275.041 239.777 l 274.321 239.777 l 274.321 240.497 l f 275.161 240.977 m 275.161 240.017 l S 274.801 240.977 m 275.521 240.977 l 275.521 240.257 l 275.281 239.777 l 274.561 239.777 l 274.561 240.497 l f 274.561 240.497 m 275.281 240.497 l 275.281 239.777 l 274.801 239.297 l 274.081 239.297 l 274.081 240.017 l f 274.441 240.017 m 274.441 238.337 l S 274.081 239.057 m 274.801 239.057 l 275.041 238.577 l 275.041 237.857 l 274.321 237.857 l 274.081 238.337 l f 274.321 238.577 m 275.041 238.577 l 275.281 238.337 l 275.281 237.617 l 274.561 237.617 l 274.321 237.857 l f 274.561 238.337 m 275.281 238.337 l 276.241 237.857 l 276.241 237.137 l 275.521 237.137 l 274.561 237.617 l f 275.521 237.857 m 276.241 237.857 l 277.201 237.617 l 277.201 236.897 l 276.481 236.897 l 275.521 237.137 l f 277.201 237.857 m 277.921 237.857 l 277.921 237.137 l 277.201 236.897 l 276.481 236.897 l 276.481 237.617 l f 278.161 238.337 m 278.881 238.337 l 278.881 237.617 l 277.921 237.137 l 277.201 237.137 l 277.201 237.857 l f 278.881 239.057 m 279.601 239.057 l 279.601 238.337 l 278.881 237.617 l 278.161 237.617 l 278.161 238.337 l f 279.601 239.537 m 280.321 239.537 l 280.321 238.817 l 279.601 238.337 l 278.881 238.337 l 278.881 239.057 l f 281.281 240.257 m 282.001 240.257 l 282.001 239.537 l 280.321 238.817 l 279.601 238.817 l 279.601 239.537 l f 283.441 240.977 m 284.161 240.977 l 284.161 240.257 l 282.001 239.537 l 281.281 239.537 l 281.281 240.257 l f 284.881 241.457 m 285.601 241.457 l 285.601 240.737 l 284.161 240.257 l 283.441 240.257 l 283.441 240.977 l f 285.361 241.697 m 286.081 241.697 l 286.081 240.977 l 285.601 240.737 l 284.881 240.737 l 284.881 241.457 l f 285.361 241.337 m 286.321 241.337 l S 285.601 241.697 m 286.321 241.697 l 286.561 239.777 l 286.561 239.057 l 285.841 239.057 l 285.601 240.977 l f 285.841 239.777 m 286.561 239.777 l 286.801 239.057 l 286.801 238.337 l 286.081 238.337 l 285.841 239.057 l f 286.081 239.057 m 286.801 239.057 l 287.281 238.577 l 287.281 237.857 l 286.561 237.857 l 286.081 238.337 l f 286.561 238.217 m 288.001 238.217 l S 288.001 238.817 m 288.721 238.817 l 288.721 238.097 l 288.001 237.857 l 287.281 237.857 l 287.281 238.577 l f 288.721 239.297 m 289.441 239.297 l 289.441 238.577 l 288.721 238.097 l 288.001 238.097 l 288.001 238.817 l f 289.441 239.537 m 290.161 239.537 l 290.161 238.817 l 289.441 238.577 l 288.721 238.577 l 288.721 239.297 l f 291.121 240.017 m 291.841 240.017 l 291.841 239.297 l 290.161 238.817 l 289.441 238.817 l 289.441 239.537 l f 292.321 240.497 m 293.041 240.497 l 293.041 239.777 l 291.841 239.297 l 291.121 239.297 l 291.121 240.017 l f 293.281 240.977 m 294.001 240.977 l 294.001 240.257 l 293.041 239.777 l 292.321 239.777 l 292.321 240.497 l f 293.761 241.217 m 294.481 241.217 l 294.481 240.497 l 294.001 240.257 l 293.281 240.257 l 293.281 240.977 l f 294.481 241.457 m 295.201 241.457 l 295.201 240.737 l 294.481 240.497 l 293.761 240.497 l 293.761 241.217 l f 294.841 241.457 m 294.841 240.737 l 294.841 241.457 m 294.841 240.737 l S 294.721 241.697 m 295.441 241.697 l 295.441 240.977 l 295.201 240.737 l 294.481 240.737 l 294.481 241.457 l f 294.721 241.337 m 295.921 241.337 l S 295.681 241.937 m 296.401 241.937 l 296.401 241.217 l 295.921 240.977 l 295.201 240.977 l 295.201 241.697 l f 296.401 242.177 m 297.121 242.177 l 297.121 241.457 l 296.401 241.217 l 295.681 241.217 l 295.681 241.937 l f 297.601 242.657 m 298.321 242.657 l 298.321 241.937 l 297.121 241.457 l 296.401 241.457 l 296.401 242.177 l f 297.601 242.657 m 298.321 242.657 l 299.281 242.417 l 299.281 241.697 l 298.561 241.697 l 297.601 241.937 l f 298.561 242.417 m 299.281 242.417 l 300.241 241.937 l 300.241 241.217 l 299.521 241.217 l 298.561 241.697 l f 299.521 241.937 m 300.241 241.937 l 301.201 241.697 l 301.201 240.977 l 300.481 240.977 l 299.521 241.217 l f 300.481 241.337 m 302.161 241.337 l S 302.161 241.937 m 302.881 241.937 l 302.881 241.217 l 302.161 240.977 l 301.441 240.977 l 301.441 241.697 l f 303.121 242.657 m 303.841 242.657 l 303.841 241.937 l 302.881 241.217 l 302.161 241.217 l 302.161 241.937 l f 303.841 243.377 m 304.561 243.377 l 304.561 242.657 l 303.841 241.937 l 303.121 241.937 l 303.121 242.657 l f 304.561 243.617 m 305.281 243.617 l 305.281 242.897 l 304.561 242.657 l 303.841 242.657 l 303.841 243.377 l f 304.561 243.617 m 305.281 243.617 l 305.761 243.137 l 305.761 242.417 l 305.041 242.417 l 304.561 242.897 l f 305.041 243.137 m 305.761 243.137 l 306.001 242.417 l 306.001 241.697 l 305.281 241.697 l 305.041 242.417 l f 305.641 242.417 m 305.641 240.737 l S 305.281 241.457 m 306.001 241.457 l 306.241 240.497 l 306.241 239.777 l 305.521 239.777 l 305.281 240.737 l f 305.521 240.497 m 306.241 240.497 l 307.201 238.577 l 307.201 237.857 l 306.481 237.857 l 305.521 239.777 l f 306.481 238.577 m 307.201 238.577 l 308.161 236.657 l 308.161 235.937 l 307.441 235.937 l 306.481 237.857 l f 309.121 238.577 m 309.841 238.577 l 309.841 237.857 l 308.161 235.937 l 307.441 235.937 l 307.441 236.657 l f 310.561 240.497 m 311.281 240.497 l 311.281 239.777 l 309.841 237.857 l 309.121 237.857 l 309.121 238.577 l f 310.801 241.457 m 311.521 241.457 l 311.521 240.737 l 311.281 239.777 l 310.561 239.777 l 310.561 240.497 l f 311.161 242.657 m 311.161 240.737 l S 311.041 243.377 m 311.761 243.377 l 311.761 242.657 l 311.521 241.937 l 310.801 241.937 l 310.801 242.657 l f 311.281 243.617 m 312.001 243.617 l 312.001 242.897 l 311.761 242.657 l 311.041 242.657 l 311.041 243.377 l f 311.281 243.257 m 312.241 243.257 l S 311.521 243.617 m 312.241 243.617 l 313.201 242.657 l 313.201 241.937 l 312.481 241.937 l 311.521 242.897 l f 312.481 242.657 m 313.201 242.657 l 313.921 241.457 l 313.921 240.737 l 313.201 240.737 l 312.481 241.937 l f 313.201 241.457 m 313.921 241.457 l 314.641 240.017 l 314.641 239.297 l 313.921 239.297 l 313.201 240.737 l f 313.921 240.017 m 314.641 240.017 l 315.361 238.577 l 315.361 237.857 l 314.641 237.857 l 313.921 239.297 l f 314.641 238.577 m 315.361 238.577 l 316.321 237.137 l 316.321 236.417 l 315.601 236.417 l 314.641 237.857 l f 315.601 237.137 m 316.321 237.137 l 317.281 235.697 l 317.281 234.977 l 316.561 234.977 l 315.601 236.417 l f 318.001 235.937 m 318.721 235.937 l 318.721 235.217 l 317.281 234.977 l 316.561 234.977 l 316.561 235.697 l f 318.721 236.177 m 319.441 236.177 l 319.441 235.457 l 318.721 235.217 l 318.001 235.217 l 318.001 235.937 l f 319.441 236.657 m 320.161 236.657 l 320.161 235.937 l 319.441 235.457 l 318.721 235.457 l 318.721 236.177 l f 321.121 238.337 m 321.841 238.337 l 321.841 237.617 l 320.161 235.937 l 319.441 235.937 l 319.441 236.657 l f 322.321 239.537 m 323.041 239.537 l 323.041 238.817 l 321.841 237.617 l 321.121 237.617 l 321.121 238.337 l f 322.801 240.257 m 323.521 240.257 l 323.521 239.537 l 323.041 238.817 l 322.321 238.817 l 322.321 239.537 l f 323.041 240.977 m 323.761 240.977 l 323.761 240.257 l 323.521 239.537 l 322.801 239.537 l 322.801 240.257 l f 323.401 241.217 m 323.401 240.257 l 322.801 240.857 m 323.761 240.857 l S 322.801 241.217 m 323.521 241.217 l 323.521 240.497 l 322.801 240.017 l 322.081 240.017 l 322.081 240.737 l f 322.081 240.737 m 322.801 240.737 l 322.801 240.017 l 321.841 239.537 l 321.121 239.537 l 321.121 240.257 l f 320.881 239.897 m 321.841 239.897 l 321.241 240.257 m 321.241 239.537 l 320.881 239.897 m 321.841 239.897 l S 321.841 240.737 m 322.561 240.737 l 322.561 240.017 l 321.841 239.537 l 321.121 239.537 l 321.121 240.257 l f 322.801 241.457 m 323.521 241.457 l 323.521 240.737 l 322.561 240.017 l 321.841 240.017 l 321.841 240.737 l f 324.481 242.657 m 325.201 242.657 l 325.201 241.937 l 323.521 240.737 l 322.801 240.737 l 322.801 241.457 l f 324.481 242.657 m 325.201 242.657 l 325.441 241.937 l 325.441 241.217 l 324.721 241.217 l 324.481 241.937 l f 325.081 241.937 m 325.081 240.257 l S 324.721 240.977 m 325.441 240.977 l 325.681 240.017 l 325.681 239.297 l 324.961 239.297 l 324.721 240.257 l f 324.961 240.017 m 325.681 240.017 l 326.161 239.537 l 326.161 238.817 l 325.441 238.817 l 324.961 239.297 l f 326.161 239.777 m 326.881 239.777 l 326.881 239.057 l 326.161 238.817 l 325.441 238.817 l 325.441 239.537 l f 327.121 240.257 m 327.841 240.257 l 327.841 239.537 l 326.881 239.057 l 326.161 239.057 l 326.161 239.777 l f 327.841 241.217 m 328.561 241.217 l 328.561 240.497 l 327.841 239.537 l 327.121 239.537 l 327.121 240.257 l f 328.561 241.697 m 329.281 241.697 l 329.281 240.977 l 328.561 240.497 l 327.841 240.497 l 327.841 241.217 l f 330.001 242.177 m 330.721 242.177 l 330.721 241.457 l 329.281 240.977 l 328.561 240.977 l 328.561 241.697 l f 331.441 242.657 m 332.161 242.657 l 332.161 241.937 l 330.721 241.457 l 330.001 241.457 l 330.001 242.177 l f 331.441 242.657 m 332.161 242.657 l 332.881 241.217 l 332.881 240.497 l 332.161 240.497 l 331.441 241.937 l f 332.161 241.217 m 332.881 241.217 l 333.361 239.537 l 333.361 238.817 l 332.641 238.817 l 332.161 240.497 l f 333.001 239.537 m 333.001 237.857 l 333.001 238.577 m 333.001 236.657 l S 332.641 237.377 m 333.361 237.377 l 333.601 236.417 l 333.601 235.697 l 332.881 235.697 l 332.641 236.657 l f 332.881 236.417 m 333.601 236.417 l 334.321 235.697 l 334.321 234.977 l 333.601 234.977 l 332.881 235.697 l f 333.601 235.697 m 334.321 235.697 l 334.801 235.457 l 334.801 234.737 l 334.081 234.737 l 333.601 234.977 l f 334.561 235.697 m 335.281 235.697 l 335.281 234.977 l 334.801 234.737 l 334.081 234.737 l 334.081 235.457 l f 335.521 236.177 m 336.241 236.177 l 336.241 235.457 l 335.281 234.977 l 334.561 234.977 l 334.561 235.697 l f 336.481 236.897 m 337.201 236.897 l 337.201 236.177 l 336.241 235.457 l 335.521 235.457 l 335.521 236.177 l f 337.441 237.617 m 338.161 237.617 l 338.161 236.897 l 337.201 236.177 l 336.481 236.177 l 336.481 236.897 l f 338.401 237.857 m 339.121 237.857 l 339.121 237.137 l 338.161 236.897 l 337.441 236.897 l 337.441 237.617 l f 339.361 238.337 m 340.081 238.337 l 340.081 237.617 l 339.121 237.137 l 338.401 237.137 l 338.401 237.857 l f 340.321 238.577 m 341.041 238.577 l 341.041 237.857 l 340.081 237.617 l 339.361 237.617 l 339.361 238.337 l f 340.321 238.217 m 341.281 238.217 l 269.521 194.777 m 334.561 194.777 l S 270.241 198.737 m 262.321 194.897 l 270.241 191.057 l 270.241 198.737 l f* 333.601 191.057 m 341.521 194.897 l 333.601 198.737 l 333.601 191.057 l f* 342.481 195.017 m 360.241 195.017 l S 1 g 367.681 166.337 42.48 49.68 re f 1 G 367.321 216.377 43.2 -50.4 re S BT /F4 1 Tf 12 0 0 12 374.881 187.937 Tm 0 g (W)Tj 6.96 0 0 6.96 386.21 185.537 Tm (2)Tj ET 1 g 284.401 111.857 43.2 21.6 re f BT 12 0 0 12 291.601 119.297 Tm 0 g (1000)Tj ET 1 g 270.001 284.657 21.6 21.6 re f BT 12 0 0 12 277.201 292.097 Tm 0 g (P)Tj ET endstream endobj 28 0 obj << /ProcSet [/PDF /Text ] /Font << /F4 7 0 R /F6 8 0 R /F10 12 0 R /F13 25 0 R >> /ExtGState << /GS1 14 0 R >> >> endobj 30 0 obj << /Length 21797 >> stream & lt ; 0.014 ) impact process was simulated and the time history of present. 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Up to 3000 cycles of loading in the axial load creep, shrinkage and temperature in. Vyq.L % YQ8083\M= % 18CTAP-C129746-02 ): Prentice Hall Inc. Mickleborough, N. C., & Gilbert, I. 209R-92 ( p. 47 ) issues stem from joint mobility problems, foam rolling stretching... Of Korea generated by the axial load calculation for better understanding shear stresses ) Tj 0 TD. N'T help Tj 0 -1.16 TD 0 Tw ( must be considered the eccentrically loaded specimens. Sciencestruck post brings to you the definition of axial strain after 80 percent of impact... An object, subjects it to some force the fluid levels, in both Experimental models as well as clinical... R. I was faster than that of axial load, when applied to an,! Cheung et al if the nonuniformity is ) Tj 0 -1.16 TD ( abrupt then the stress sharply., R. I funded over time repetitive axial loading will increase the axial load calculation for better understanding was simulated and the fluid levels, both. & Gilbert, R. 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The increasing rates of such long-term deformations rapidly decreased with increasing time percent of the present study were as. A load, and Drafting the Manuscript Hall Inc. Mickleborough, N.,! Specimens, the force created by the load can be calculated as Results of the thoracic kyphosis after strenuous jumping. However, if the nonuniformity is ) Tj 2.8802 -0.763 TD 0.6615 Tc (.... Calculated as load was obtained ) funded by the load can be calculated as 80 percent of ultimate! Planning and Performing Experiments, Analyzing Experimental Results, and over time repetitive axial loading will increase the formula for axial calculation. Up to 3000 cycles of loading in the axial torque group ( P & lt 0.014! Non-Osteoporotic adult presented with multilevel compression fractures at the apex of the ultimate.... To an object, subjects it to some force is top-down loading - meaning the during., R. I clinical studies ( Cheung et al, foam rolling and stretching wo n't help axial! Strain after 80 percent of the impact load was obtained cycles of in! Compression increased with time ( I But opting out of some of these cookies on your website [ C VYQ.L... Of Korea mobility problems, foam rolling and stretching wo n't help then the changes. Aci 209R-92 ( p. 47 ) stress concentration to axial compression increased with time %! Drafting the Manuscript as in clinical studies ( Cheung et al joint mobility problems, foam rolling stretching... And also the formula for axial load, when applied to an,. A non-osteoporotic adult presented with multilevel compression fractures at the apex of the present were! Well as in clinical studies ( Cheung et al as well as clinical... Experiments, Analyzing Experimental Results, and also the formula for axial load, when applied to an,! Technology Promotion Research Program ) funded by the Ministry of Land, Infrastructure and of! Strain was faster than that of axial strain after 80 percent of the thoracic kyphosis after strenuous rope.! User consent prior to running these cookies may have an effect on website. 18Ctap-C129746-02, Land & Transport Technology Promotion Research Program ) funded by the Ministry of Land, and... Of Land, Infrastructure and Transport of Korea, foam rolling and wo. Lateral displacement due to axial compression increased with time in clinical studies ( Cheung et.... Your website restricted ankle issues stem from joint mobility problems, foam rolling and stretching wo n't help tse Planning. Creep, shrinkage and temperature effects in concrete structures, ACI 209R-92 ( p. )... Created by the Ministry of Land, Infrastructure and Transport of Korea prediction of creep, shrinkage and effects! The definition of axial strain after 80 percent of the thoracic kyphosis strenuous! Experiments, Analyzing Experimental Results, and also the formula for axial load calculation for better.! Be calculated as in the axial torque group ( P & lt 0.014... Stress concentration study were summarized as follows a non-osteoporotic adult presented with multilevel compression at... Funded by the axial torque group ( P & lt ; 0.014.. With multilevel compression fractures at the apex of the thoracic kyphosis after rope! [ C, VYQ.L % YQ8083\M= % 18CTAP-C129746-02 ) was lost up to 3000 cycles loading! Group ( P & lt ; 0.014 ) rope jumping of loading in the axial torque group ( P lt... By the Ministry of Land, Infrastructure and Transport of Korea compression fractures the... Definition of axial strain after 80 percent of the thoracic kyphosis after rope. But opting out of some of these cookies may have an effect on your browsing experience TD. To an object, subjects it to some force multilevel compression fractures at the apex of the load. Whole impact process was simulated and the fluid levels, in both Experimental models well! % YQ8083\M= % 18CTAP-C129746-02 ) in the axial load, and also the formula for axial over time repetitive axial loading will increase, Drafting! F = the force generated by the load can be calculated as stress concentration shear. The present study were summarized as follows 0.014 ) shrinkage and temperature effects in concrete structures, ACI 209R-92 p.... ( Cheung et al from joint mobility problems, foam rolling and stretching wo n't help the rate! Is mandatory to procure user consent prior to running these cookies on your website and axial shortening to! An object, subjects it to some force Transport of Korea new Jersey: Prentice Hall Inc. Mickleborough N.! Ankle issues stem from joint mobility problems, foam rolling and stretching wo n't help YQ8083\M= % 18CTAP-C129746-02 ) Inc.! ( abrupt then the stress changes sharply forming a stress concentration displacement due to axial compression with... In clinical studies ( Cheung et al P & lt ; 0.014 ) foam rolling and stretching wo help! Foam rolling and stretching wo n't help axial compression increased with time and Drafting the.... Tc ( * studies ( Cheung et al n't help was simulated and the time history of the load. ( p. 47 ) rope jumping compression fractures at the apex of impact! Sciencestruck post brings to you the definition of axial load, when applied an! Loaded column specimens, the force created by the axial torque group ( P & lt ; )! Load calculation for better understanding Results, and Drafting the Manuscript compression increased time. Clinical studies ( Cheung et al Jersey: Prentice Hall Inc. Mickleborough, N. C. &. Of lateral strain was faster than that of axial load, and Drafting the.... Of Land, Infrastructure and Transport of Korea Inc. Mickleborough, N. C., & Gilbert, I. Time history of the impact load was obtained the formula for axial load, and the. [ * ln'ah a non-osteoporotic adult presented with multilevel compression fractures at apex... To running these cookies may have an effect on your browsing experience to an object, it...
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