Review 692189673753 - Revision history

Scipediacontent at 09:21, 16 April 2025

2025-04-16T09:21:12Z

Scipediacontent at 09:17, 16 April 2025

2025-04-16T09:17:51Z

Scipediacontent at 09:16, 16 April 2025

2025-04-16T09:16:23Z

Scipediacontent at 09:13, 16 April 2025

2025-04-16T09:13:39Z

Scipediacontent at 09:10, 16 April 2025

2025-04-16T09:10:21Z

Scipediacontent at 09:09, 16 April 2025

2025-04-16T09:09:09Z

Rimni at 09:57, 24 May 2024

2024-05-24T09:57:22Z

Rimni at 09:26, 24 May 2024

2024-05-24T09:26:53Z

Rimni: /* 5.2 Expression derivation and verification */

2024-05-24T09:24:34Z

‎5.2 Expression derivation and verification

Rimni at 09:23, 24 May 2024

2024-05-24T09:23:52Z

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 |}
 |}
-<br>PRUEBA<BR>
+<br>
 {| class="wikitable" style="margin: 0em auto 0.1em auto;border-collapse: collapse;width:auto;"
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 |}
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 {| class="wikitable" style="margin: 0em auto 0.1em auto;border-collapse: collapse;width:auto;"
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 |style="text-align: center;font-size: 75%;padding-bottom:10px;"|(f) A6
 |}
 {|
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 | style="background:#efefef;text-align:left;padding:10px;font-size: 85%;"| '''Figure 8'''. Experimental and simulation results of specimens A1 to A10
 |}
 ==5. Initial peak load prediction expression==

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 |-
 |style="text-align: center;font-size: 75%;padding-bottom:10px;"|(f) A6
 |-
 |style="text-align: center;padding:10px;"|[[Image:Draft_Wei_340475684-image15.png|600px]]

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 |-
 |style="text-align: center;font-size: 75%;padding-bottom:10px;"|(d) A4
 |-
 |style="text-align: center;padding:10px;"|[[Image:Draft_Wei_340475684-image13.png|600px]]
@@ Line 390: / Line 389: @@
 | style="background:#efefef;text-align:left;padding:10px;font-size: 85%;"| '''Figure 8'''. Experimental and simulation results of specimens A1 to A10
 |}
- <br>
+<br>
 ==5. Initial peak load prediction expression==

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 [29] Daneshi G.H., Hosseinipour S.J. Grooves effect on crashworthiness characteristics of thin-walled tubes under axial compression. Materials & Design, 23(7):611-617, 2002.
-[30] Daneshi G.H., Hosseinipour S.J. elastic–plastic theory for initial buckling load of thin-walled grooved tubes under axial compression. Journal of materials processing technology, 125-126(36):826-832, 2003.
+[30] Daneshi G.H., Hosseinipour S.J. Elastic–plastic theory for initial buckling load of thin-walled grooved tubes under axial compression. Journal of materials processing technology, 125-126(36):826-832, 2003.
 [31] Hosseinipour S.J., Daneshi G.H. Energy absorbtion and mean crushing load of thin-walled grooved tubes under axial compression. Thin-Walled Structures, 41(1):31-46, 2003.
@@ Line 820: / Line 820: @@
 [32] Hosseinipour S.J., Daneshi G.H. Experimental studies on thin-walled grooved tubes under axial compression. Experimental Mechanics, 44(1):101-108, 2004.
-[33] Mirmohammadsadeghi S E, Khalili K, Ahmadi S Y, Hosseinipour S. J. Experimental and finite element simulation investigation of axial crushing of grooved thin-walled tubes. International Journal of Advanced Manufacturing Technology, 2015, 77(9-12):1627-1643.
+[33] Mirmohammadsadeghi S.E., Khalili K., Ahmadi S.Y., Hosseinipour S.J. Experimental and finite element simulation investigation of axial crushing of grooved thin-walled tubes. International Journal of Advanced Manufacturing Technology, 77(9-12):1627-1643, 2015.
-[34] Liu Z, Hao W, Xie J, et al. Axial-impact buckling modes and energy absorption properties of thin-walled corrugated tubes with sinusoidal patterns. Thin-Walled Structures, 2015, 94(94): 410-423.
+[34] Liu Z., Hao W., Xie J., et al. Axial-impact buckling modes and energy absorption properties of thin-walled corrugated tubes with sinusoidal patterns. Thin-Walled Structures, 94(94):410-423, 2015.
-[35] Alkhatib S E, Tarlochan F, Eyvazian A. Collapse behavior of thin-walled corrugated tapered tubes. Engineering Structures, 2017, 150: 674-692.
+[35] Alkhatib S.E., Tarlochan F., Eyvazian A. Collapse behavior of thin-walled corrugated tapered tubes. Engineering Structures, 150:674-692, 2017.
 [36] Moradpour A., Elyasi M., Montazeri S., et al. Developing a new thin-walled tube structure and analyzing its crushing performance for AA 60601 and mild steel under axial loading. Transactions of The Indian Institute of Metals, 69(5):1107-1117, 2016.
@@ Line 830: / Line 830: @@
 [37] Yuen S.C.K., Nurick G.N. The energy-absorbing characteristics of tubular structures with geometric and material modifications: An overview. Applied Mechanics Reviews, 61(2):020802, 2008.
-[38] Darvizeh A., Darvizeh M., Ansari R., et al. Analytical and experimental investigations into the controlled energy absorption characteristics of thick-walled tubes with circumferential grooves. Journal of Mechanical Science and Technology,, 28(10):4199-4212 2014.
+[38] Darvizeh A., Darvizeh M., Ansari R., et al. Analytical and experimental investigations into the controlled energy absorption characteristics of thick-walled tubes with circumferential grooves. Journal of Mechanical Science and Technology, 28(10):4199-4212, 2014.
 [39] Montazeri S., Elyasi M., Moradpour A. Investigating the energy absorption, SEA and crushing performance of holed and grooved thin-walled tubes under axial loading with different materials. Thin-Walled Structures, 131:646-653, 2018.

@@ Line 684: / Line 684: @@
 ! rowspan='2' style="text-align: center;vertical-align:bottom;"| Number !! rowspan='2' style="text-align: center;"|<math display="inline">  N</math> !!   colspan='2'  style="text-align: center;"|Initial peak load (kN) !!  rowspan='2' style="text-align: center;"|Error  (%)
 |-
-|  style="text-align: center;"|Theory
+! style="text-align: center;"|Theory
-|  style="text-align: center;"|Simulation
+!  style="text-align: center;"|Simulation
 |-
 |  style="text-align: center;"|A11

@@ Line 445: / Line 445: @@
 {| style="text-align: center; margin:auto;width: 100%;"
 |-
-| style="text-align: center;" | <math>\begin{cases} z=lg(F_{\max}^g) \\ x=\displaystyle\frac{1}{N} \\ y=\lg \left(\displaystyle\frac{a}{H}\right) \end{cases}</math>
+| style="text-align: center;" | <math>\begin{cases} z=\lg(F_{\max}^g) \\ x=\displaystyle\frac{1}{N} \\ y=\lg \left(\displaystyle\frac{a}{H}\right) \end{cases}</math>
 |}
 | style="width: 5px;text-align: right;white-space: nowrap;" |(5)

@@ Line 427: / Line 427: @@
 Thin-walled circular tubes with internal and external staggered grooves exhibit a more stable deformation pattern and require lower compression loads for collapse when compared to the tubes without grooves. The efficiency of engineering design can be improved if the initial peak load can be predicted.
-The correlation between [<math>1/N</math>,<math>\lg\left(a/H\right)</math>, <math>\lg\left(F_{\max}^g\right)</math>] is plotted from [[#tab-3|Table 3]], as shown in [[#img-9|Figure 9]]. From [[#tab-4|Table 4]], it can be seen that the maximum load  <math>F_{\max}^g</math> of the thin-walled circular tube with internal and external staggered grooves decreases linearly with the groove width <math display="inline"> b </math>. The maximum load  <math>F_{\max}^g</math> of the thin-walled circular tube with internal and external staggered grooves decreases linearly with the groove depth <math display="inline"> h </math>.
+The correlation between <math>\left[1/N,\, \lg\left(a/H\right),\, \lg\left(F_{\max}^g\right)\right]</math> is plotted from [[#tab-3|Table 3]], as shown in [[#img-9|Figure 9]]. From [[#tab-4|Table 4]], it can be seen that the maximum load  <math>F_{\max}^g</math> of the thin-walled circular tube with internal and external staggered grooves decreases linearly with the groove width <math display="inline"> b </math>. The maximum load  <math>F_{\max}^g</math> of the thin-walled circular tube with internal and external staggered grooves decreases linearly with the groove depth <math display="inline"> h </math>.
 <math display="inline"> H </math> is the half wavelength (half of the fold length) of the thin-walled straight tube, which can be expressed as: