Behaviour of Ferrocement SlabsContaining SBR Under Impact Loads

Abdulkader Ismail A. Al-Hadithi; Khalil Ibrahim Aziz; Mohammed Tarrad Nawar Al-Dulaimi

doi:doi:10.11648/j.ijrse.s.2015040301.16

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Behaviour of Ferrocement SlabsContaining SBR Under Impact Loads

Abdulkader Ismail A. Al-Hadithi, Khalil Ibrahim Aziz, Mohammed Tarrad Nawar Al-Dulaimi

Received: 27 December 2014 Accepted: 30 December 2014 Published: 14 January 2015

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Abstract

The main aim of this work is to investigate the behavior of Ferrocement slabs under impact loading. A total of 48 Ferrocement slabs were constructed and tested, 36 slabs tested under low velocity impact and 12 slabs tested under high velocity impact, in addition,the main parameter considered in the present investigation was number of wire mesh layers, content of (SBR) polymer andheight of falling mass (falling velocity). For low velocity impact,This test was performed in terms of the number of blows required to cause first crack and ultimate failure. The test was applied on square slabs of dimensions (500 × 500 × 50 mm) subjected to repeated impact blows by falling mass (1300 gm) dropped from three heights (2.4 m) , (1.2 m) and (0.83 m) at 56 day age. The number of required blows for the first crack and final failure was recorded. The mode of failure and the crack pattern were also observed. For high velocity impact test, a (500×500×50 mm) slabs were tested by 7.62 mm bullets fired from a distance of (15m) with a striking velocity of (720m/sec.). The spalling, scabbing and perforation were observed and discussed. The results exhibited that the number of blows which were required to make the first crack and failure, increased with increase of polymer content and number of wire mesh layers. Also for high velocity impact test, it can be noted that the area of scabbing and area of spalling decreased with the increase of polymer content and number of wire mesh layers compared with reference mixes. The compressive strength, splitting tensile strength and flexural strength increased with increase the polymer content. Based on extensive works , found that low velocity impact resistance of polymer modified Ferrocement slabs was greater than the reference mix slabs, it was found that the number of blows that needed to produce the first crack and ultimate failure increased with increase the polymer ratio of 3% to 5% and to 10%, and with increased the number of layers of reinforcing with wire mesh when comparing these results reference mix.

DOI	10.11648/j.ijrse.s.2015040301.16
Published in	International Journal of Sustainable and Green Energy (Volume 4, Issue 3-1, May 2015) This article belongs to the Special Issue Engineering Solution for High Performance of Solar Energy System
Page(s)	34-50
Creative Commons	This is an Open Access article, 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 or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Ferro-Cement, Impact, Wire Mesh, Low Velocity Impact, Polymer Modified Concrete

References

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[3]	Desayi, P., Viswanatha , C.S. , Hubli, G.K. Ferrocement Precast Elements for Roofing of Low-Cost Housing. Journal of Ferrocement. January1983. 13, No.1.
[4]	Fukuchi, T., Ohama, Y. Manufacturing High Strength Concrete. International Symposium. SP-58, ACI. Detroit. 1978:215-224.
[5]	Al- Rifaie, W.N., Aziz, A.A. Thin Ferrocement Bearing Walls. Journal of Ferrocement. July 1995. 25. No.3.
[6]	Paul, B. K., Pama, R. P. Ferrocement, a Publication of International Ferrocement Information Center, Asian Institute of Technology, Bangkok, Thailand, Aug. 1978: 1-145.
[7]	Al-Rifaie, W.N., Hassan, A.H. Structural Behavior of Thin Ferrocement One - way Bending Elements. Journal of Ferrocement. April 1994, Vol. 24: 115-126.
[8]	ACI Committee 544. Measurement of Properties of Fiber Reinforced Concrete., ACI 544.2R. ACI Materials J., November-December. 85.No. 6.
[9]	Nillson, L. , Sahlin , S. Impact of a Steel Rod on a Reinforced Concrete Structures. SP-73. Dynamic Modeling of Concrete Structures, 1982.
[10]	ACI Committee 544. Measurement of Properties of Fiber Reinforced Concrete. ACI 544.2R. ACI Materials J. November-December. 85, No.6.
[11]	Nillson, L. , Sahlin , S. Impact of a Steel Rod on a Reinforced Concrete Structures. SP-73. Dynamic Modeling of Concrete Structures. 1982.
[12]	Sauer, J. A., Nawy. E. G., Cook. C. Strength Improvements in Mortar and Concrete by Addition of Epoxies. IV International Conference on Materials Technology. Caracas. Venezuela. June-July. 1975: 802-809.
[13]	Ohama, Y. Adhesion Durability of Polymer Modified Mortars. Application of Polymer Concrete. SP-69. ACI. Detroit 1981:193-205.
[14]	Kuhlmann, A., Application of Styrene-Butadiene Latex Modified Concrete. Dec. 1987. Concrete International:48-53.
[15]	Folic, R. J. , Randonjanin, V. S. Experimental Research on Polymer Modified Concrete. May-June, 1998. ACI Material Journal: 463-469.
[16]	ACI Committee 544, “Measurement of Properties of Fiber Reinforced Concrete”, ACI 544, 2R, Manual of Concrete Practice, 1978.
[17]	Al-Hadithi, Abdulkader Ismail. Flexural, Impact and Thermal Properties of Polymer Modified Concrete. March, 2005. Ph. D. Thesis. Building and Construction Department, University of Technology,
[18]	British Standard Institute BSI, B.S.882: 1992.
[19]	Ohama, Y. Recent Progress in Concrete Polymer Composites”, Advanced Cement Based Materials, New York. 1997, pp.31-40.
[20]	ASTM CI43-89 .Standard Test Method for Slump of Hydraulic Cement Concrete. Annual Book of ASTM Standard, Philadeghia, Vol. 04-02, 1989:85-86.
[21]	ASTM CI92-88 .Standard Practice for Making and Curing Test Specimens in the Laboratory”, Annual Book of ASTM Standard, Philadephia, Vol. 04-02, 1988:112-118.
[22]	British Standard Institute BSI, B.S. 1881: Part 116: 1983. Method for Determination of Compressive Strength of Concrete Cubes.
[23]	ASTM C496-86 .Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens. 1989. Annual Book of ASTM Standard, Philadephia, Vol. 04-02, :259-262.
[24]	ASTM 78-1994. Standard Test Method For Flexure Strength of Concrete {Using Simple Beam with Third-Point Loading}.1994. Annual Book of ASTM Standard, American Society for Testing and Materials. Philadephia, Pennsylvania. Vol.04-02.
[25]	Iraqi standard specification, (1999),”Portland Cement”, No(5).
[26]	Billmeyer, Fred W. , J.R. Textbook of Polymer Science. 1971. John Wielyb & Sons, U.S.A., 2nd Ed.
[27]	Swamy, R.N., New Reinforced Concrete.1984, Vol.2. Surrey University Press,.
[28]	Ohama, Y., Sugahara, T. Impact Resistance of Steel Fiber Reinforced Polymer Concrete . 1981. The Twenty Fourth Japan Congress on Materials Research. The Society of Material Science. Japan, :254-257.
[29]	Shah, S.P. , Key, W.H. .Impact Resistance of Ferro- cement. Jun.1972. Journal of the Structural Division. Proceeding of the American Society of Civil Engineering.

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Abdulkader Ismail A. Al-Hadithi, Khalil Ibrahim Aziz, Mohammed Tarrad Nawar Al-Dulaimi. (2015). Behaviour of Ferrocement SlabsContaining SBR Under Impact Loads. International Journal of Sustainable and Green Energy, 4(3-1), 34-50. https://doi.org/10.11648/j.ijrse.s.2015040301.16

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ACS Style

Abdulkader Ismail A. Al-Hadithi; Khalil Ibrahim Aziz; Mohammed Tarrad Nawar Al-Dulaimi. Behaviour of Ferrocement SlabsContaining SBR Under Impact Loads. Int. J. Sustain. Green Energy 2015, 4(3-1), 34-50. doi: 10.11648/j.ijrse.s.2015040301.16

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AMA Style

Abdulkader Ismail A. Al-Hadithi, Khalil Ibrahim Aziz, Mohammed Tarrad Nawar Al-Dulaimi. Behaviour of Ferrocement SlabsContaining SBR Under Impact Loads. Int J Sustain Green Energy. 2015;4(3-1):34-50. doi: 10.11648/j.ijrse.s.2015040301.16

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@article{10.11648/j.ijrse.s.2015040301.16,
  author = {Abdulkader Ismail A. Al-Hadithi and Khalil Ibrahim Aziz and Mohammed Tarrad Nawar Al-Dulaimi},
  title = {Behaviour of Ferrocement SlabsContaining SBR Under Impact Loads},
  journal = {International Journal of Sustainable and Green Energy},
  volume = {4},
  number = {3-1},
  pages = {34-50},
  doi = {10.11648/j.ijrse.s.2015040301.16},
  url = {https://doi.org/10.11648/j.ijrse.s.2015040301.16},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijrse.s.2015040301.16},
  abstract = {The main aim of this work is to investigate the behavior of Ferrocement slabs under impact loading. A total of 48 Ferrocement slabs were constructed and tested, 36 slabs tested under low velocity impact and 12 slabs tested under high velocity impact, in addition,the main parameter considered in the present investigation was number of wire mesh layers, content of (SBR) polymer andheight of falling mass (falling velocity). For low velocity impact,This test was performed in terms of the number of blows required to cause first crack and ultimate failure. The test was applied on square slabs of dimensions (500 × 500 × 50 mm) subjected to repeated impact blows by falling mass (1300 gm) dropped from three heights (2.4 m) , (1.2 m) and (0.83 m) at 56 day age. The number of required blows for the first crack and final failure was recorded. The mode of failure and the crack pattern were also observed. For high velocity impact test, a (500×500×50 mm) slabs were tested by 7.62 mm bullets fired from a distance of (15m) with a striking velocity of (720m/sec.). The spalling, scabbing and perforation were observed and discussed. The results exhibited that the number of blows which were required to make the first crack and failure, increased with increase of polymer content and number of wire mesh layers. Also for high velocity impact test, it can be noted that the area of scabbing and area of spalling decreased with the increase of polymer content and number of wire mesh layers compared with reference mixes. The compressive strength, splitting tensile strength and flexural strength increased with increase the polymer content. Based on extensive works , found that low velocity impact resistance of polymer modified Ferrocement slabs was greater than the reference mix slabs, it was found that the number of blows that needed to produce the first crack and ultimate failure increased with increase the polymer ratio of 3% to 5% and to 10%, and with increased the number of layers of reinforcing with wire mesh when comparing these results reference mix.},
 year = {2015}
}

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TY  - JOUR
T1  - Behaviour of Ferrocement SlabsContaining SBR Under Impact Loads
AU  - Abdulkader Ismail A. Al-Hadithi
AU  - Khalil Ibrahim Aziz
AU  - Mohammed Tarrad Nawar Al-Dulaimi
Y1  - 2015/01/14
PY  - 2015
N1  - https://doi.org/10.11648/j.ijrse.s.2015040301.16
DO  - 10.11648/j.ijrse.s.2015040301.16
T2  - International Journal of Sustainable and Green Energy
JF  - International Journal of Sustainable and Green Energy
JO  - International Journal of Sustainable and Green Energy
SP  - 34
EP  - 50
PB  - Science Publishing Group
SN  - 2575-1549
UR  - https://doi.org/10.11648/j.ijrse.s.2015040301.16
AB  - The main aim of this work is to investigate the behavior of Ferrocement slabs under impact loading. A total of 48 Ferrocement slabs were constructed and tested, 36 slabs tested under low velocity impact and 12 slabs tested under high velocity impact, in addition,the main parameter considered in the present investigation was number of wire mesh layers, content of (SBR) polymer andheight of falling mass (falling velocity). For low velocity impact,This test was performed in terms of the number of blows required to cause first crack and ultimate failure. The test was applied on square slabs of dimensions (500 × 500 × 50 mm) subjected to repeated impact blows by falling mass (1300 gm) dropped from three heights (2.4 m) , (1.2 m) and (0.83 m) at 56 day age. The number of required blows for the first crack and final failure was recorded. The mode of failure and the crack pattern were also observed. For high velocity impact test, a (500×500×50 mm) slabs were tested by 7.62 mm bullets fired from a distance of (15m) with a striking velocity of (720m/sec.). The spalling, scabbing and perforation were observed and discussed. The results exhibited that the number of blows which were required to make the first crack and failure, increased with increase of polymer content and number of wire mesh layers. Also for high velocity impact test, it can be noted that the area of scabbing and area of spalling decreased with the increase of polymer content and number of wire mesh layers compared with reference mixes. The compressive strength, splitting tensile strength and flexural strength increased with increase the polymer content. Based on extensive works , found that low velocity impact resistance of polymer modified Ferrocement slabs was greater than the reference mix slabs, it was found that the number of blows that needed to produce the first crack and ultimate failure increased with increase the polymer ratio of 3% to 5% and to 10%, and with increased the number of layers of reinforcing with wire mesh when comparing these results reference mix.
VL  - 4
IS  - 3-1
ER  -

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Author Information

Abdulkader Ismail A. Al-Hadithi

Dams & Water Resources Engineering Department,College of Engineering, University of Anbar, Ramadi, Anbar, Iraq.
Khalil Ibrahim Aziz

Civil Engineering Department,College of Engineering, University of Anbar, Ramadi, Anbar, Iraq.
Mohammed Tarrad Nawar Al-Dulaimi

Dams & Water Resources Engineering Department,College of Engineering, University of Anbar, Ramadi, Anbar, Iraq.

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Abdulkader Ismail A. Al-Hadithi, Khalil Ibrahim Aziz, Mohammed Tarrad Nawar Al-Dulaimi. (2015). Behaviour of Ferrocement SlabsContaining SBR Under Impact Loads. International Journal of Sustainable and Green Energy, 4(3-1), 34-50. https://doi.org/10.11648/j.ijrse.s.2015040301.16

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ACS Style

Abdulkader Ismail A. Al-Hadithi; Khalil Ibrahim Aziz; Mohammed Tarrad Nawar Al-Dulaimi. Behaviour of Ferrocement SlabsContaining SBR Under Impact Loads. Int. J. Sustain. Green Energy 2015, 4(3-1), 34-50. doi: 10.11648/j.ijrse.s.2015040301.16

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AMA Style

Abdulkader Ismail A. Al-Hadithi, Khalil Ibrahim Aziz, Mohammed Tarrad Nawar Al-Dulaimi. Behaviour of Ferrocement SlabsContaining SBR Under Impact Loads. Int J Sustain Green Energy. 2015;4(3-1):34-50. doi: 10.11648/j.ijrse.s.2015040301.16

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@article{10.11648/j.ijrse.s.2015040301.16,
  author = {Abdulkader Ismail A. Al-Hadithi and Khalil Ibrahim Aziz and Mohammed Tarrad Nawar Al-Dulaimi},
  title = {Behaviour of Ferrocement SlabsContaining SBR Under Impact Loads},
  journal = {International Journal of Sustainable and Green Energy},
  volume = {4},
  number = {3-1},
  pages = {34-50},
  doi = {10.11648/j.ijrse.s.2015040301.16},
  url = {https://doi.org/10.11648/j.ijrse.s.2015040301.16},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijrse.s.2015040301.16},
  abstract = {The main aim of this work is to investigate the behavior of Ferrocement slabs under impact loading. A total of 48 Ferrocement slabs were constructed and tested, 36 slabs tested under low velocity impact and 12 slabs tested under high velocity impact, in addition,the main parameter considered in the present investigation was number of wire mesh layers, content of (SBR) polymer andheight of falling mass (falling velocity). For low velocity impact,This test was performed in terms of the number of blows required to cause first crack and ultimate failure. The test was applied on square slabs of dimensions (500 × 500 × 50 mm) subjected to repeated impact blows by falling mass (1300 gm) dropped from three heights (2.4 m) , (1.2 m) and (0.83 m) at 56 day age. The number of required blows for the first crack and final failure was recorded. The mode of failure and the crack pattern were also observed. For high velocity impact test, a (500×500×50 mm) slabs were tested by 7.62 mm bullets fired from a distance of (15m) with a striking velocity of (720m/sec.). The spalling, scabbing and perforation were observed and discussed. The results exhibited that the number of blows which were required to make the first crack and failure, increased with increase of polymer content and number of wire mesh layers. Also for high velocity impact test, it can be noted that the area of scabbing and area of spalling decreased with the increase of polymer content and number of wire mesh layers compared with reference mixes. The compressive strength, splitting tensile strength and flexural strength increased with increase the polymer content. Based on extensive works , found that low velocity impact resistance of polymer modified Ferrocement slabs was greater than the reference mix slabs, it was found that the number of blows that needed to produce the first crack and ultimate failure increased with increase the polymer ratio of 3% to 5% and to 10%, and with increased the number of layers of reinforcing with wire mesh when comparing these results reference mix.},
 year = {2015}
}

Copy | Download

TY  - JOUR
T1  - Behaviour of Ferrocement SlabsContaining SBR Under Impact Loads
AU  - Abdulkader Ismail A. Al-Hadithi
AU  - Khalil Ibrahim Aziz
AU  - Mohammed Tarrad Nawar Al-Dulaimi
Y1  - 2015/01/14
PY  - 2015
N1  - https://doi.org/10.11648/j.ijrse.s.2015040301.16
DO  - 10.11648/j.ijrse.s.2015040301.16
T2  - International Journal of Sustainable and Green Energy
JF  - International Journal of Sustainable and Green Energy
JO  - International Journal of Sustainable and Green Energy
SP  - 34
EP  - 50
PB  - Science Publishing Group
SN  - 2575-1549
UR  - https://doi.org/10.11648/j.ijrse.s.2015040301.16
AB  - The main aim of this work is to investigate the behavior of Ferrocement slabs under impact loading. A total of 48 Ferrocement slabs were constructed and tested, 36 slabs tested under low velocity impact and 12 slabs tested under high velocity impact, in addition,the main parameter considered in the present investigation was number of wire mesh layers, content of (SBR) polymer andheight of falling mass (falling velocity). For low velocity impact,This test was performed in terms of the number of blows required to cause first crack and ultimate failure. The test was applied on square slabs of dimensions (500 × 500 × 50 mm) subjected to repeated impact blows by falling mass (1300 gm) dropped from three heights (2.4 m) , (1.2 m) and (0.83 m) at 56 day age. The number of required blows for the first crack and final failure was recorded. The mode of failure and the crack pattern were also observed. For high velocity impact test, a (500×500×50 mm) slabs were tested by 7.62 mm bullets fired from a distance of (15m) with a striking velocity of (720m/sec.). The spalling, scabbing and perforation were observed and discussed. The results exhibited that the number of blows which were required to make the first crack and failure, increased with increase of polymer content and number of wire mesh layers. Also for high velocity impact test, it can be noted that the area of scabbing and area of spalling decreased with the increase of polymer content and number of wire mesh layers compared with reference mixes. The compressive strength, splitting tensile strength and flexural strength increased with increase the polymer content. Based on extensive works , found that low velocity impact resistance of polymer modified Ferrocement slabs was greater than the reference mix slabs, it was found that the number of blows that needed to produce the first crack and ultimate failure increased with increase the polymer ratio of 3% to 5% and to 10%, and with increased the number of layers of reinforcing with wire mesh when comparing these results reference mix.
VL  - 4
IS  - 3-1
ER  -

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