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Researches carried out in Benin allowed the use of Borassus aethiopum mart as reinforcement in concrete. The aim of this study is to examine the bond of the two materials. The results of pull out tests have shown that the bonding strength is around 1 MPa. This adhesion rate decreases slightly when the bond length increases; on the other hand, the adhesion rate increases slightly when the concrete strength increases. The behaviour of Borassus / concrete interface shows a first phase of perfect adhesion followed by a second phase of progressive loss of adhesion and a final friction phase which continues until the complete output of the reinforcement from the concrete.

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Introduction Borassus aethiopum mart is a palm tree which belongs to the Arecaceae family. Researches carried out in Benin showed that this palm tree had been long used during the colonial period. The average land area is 2.1 m? / ha with a minimum of 5.8m? / ha in Save and 1.9m? / ha with a minimum of 0.1m? / ha and a maximum of 4m? / ha in Ouidah [1]. These low percentages can be explained by the pressure from the local populations on the stands, in particular the felling of the tree for the wine production and for the construction. According to many authors Borassus aethiopum mart constitutes in Africa one of the best "timber wood" in the Sahelo-Sudanian zone; Since the arrival of the Europeans, Borassus aethiopum mart stands, near the agglomerations have been overexploited for local uses [2-3-4]. Other studies carried out showed that 47.5% of buildings in which Borassus ae- thiopum mart is used are more than 50 years old; 24.9% are between 25 and 50 years old, and 27.6% are over 25 years old in the study area; Buildings more than 50 years old show that the use of Borassus aethiopum mart in construction is long dated; the studies carried out on these buildings showed that Borassus aethiopum mart structure elements were practically in their original form [5]. In order to optimize Borassus aethiopum mart structure elements sections, such as beams, columns etc., [1] interested in physical and mechanical characterization of the ligno-cellulosic material between the pith and bark of this palm tree. So, for 12% of moisture content, the density of ligno-cellulosic material is 890 kg/m3. This implies that this material belongs to "heavy wood" group [5-6]. But this density is lower than steel density which is 7800 kg/m3, and higher than Afzelia africana one or Doussie which is 800 Kg / m3 [7]. The tensile strength is 300 MPa at 12% moisture content. This value is close to steels FeE 215 generally used in reinforced concrete. The compressive strengh is 75 MPa at 12% moisture content. This value is higher than Afzelia africana one wich is 72MPa. The Young modulus in four-point bending at 12% moisture content is 17196 MPa and the failure strength is 186 MPa. These mechanical characteristics of Borassus aethiopum mart in the axial direction differ from those reported by [8] which are respectively 105 MPa and 92.5 MPa in tension and compression parallel to the fibers; in compression perpendicular to fibers, the failure strength is 26 MPa. From all above, this material can be used as reinforcement in the concrete. The four-points bending tests realized by [5] on Borassus aethiopum mart reinforced con- crete beams showed that the composite material behaves like usual materials. Stress- strain curves presented a first phase of elastic deformation, followed by a second phase of plastic deformation. However, to our knowledge, there is no research concern the adhesion rate between the two materials. This justifies the present study, which is interested in the determination of the adhesion rate between Borassus aethiopum mart and concrete, and the interface behavior of the two materials. 2. Materials and methods ? Borassus aethiopum mart Borassus aethiopum mart plant (Picture 1) used for this study came from Pahou- Ahozon forest located about 6 km at east of Ouidah and 40 km at west of Cotonou (Benin) (Figure 1). After felling, these plants were cut, split into slats and conditioned at 12% of moisture content. Then they have been sawn in 20?20 mm? section. The kind of Borassus felled is the male. Table 1. Specimen's nomenclature Designation Concrete size (mm3) Bond length (mm) Compressive strength of concrete (MPa) Samples Number T50-20 100?100?100 50 20 3 T50-30 100?100?100 50 30 3 T80-20 100?100?100 80 20 3 T80-30 100?100?100 80 30 3 T80-20 200?200?200 80 20 3 T'80-30 200?200?200 80 30 3 T150-20 200?200?200 150 20 3 T150-30 200?200?200 150 30 3 ? Concrete For this study, we have realized two formulations of concrete by Dreux Gorisse method. Thus, we obtained two compressive strength of concrete such as 20 and 30 MPa. In the first case, the gravel / sand and water/cement ratio is respectively 1.84 and 0.61; in the second case, it's respectively 1.84 and 0.51. ? Nature of test specimens Test specimens elements are Borassus aethiopum mart with 20?20 mm? cross section embedded respectively in a concrete prism of 200?200?200 mm3 and 100?100?100 mm3 size. Table 1 summarizes the nomenclature of the specimens. To avoid the effects of non-uniform shear stress distribution in conventional tests, only the middle part of the bar is subjected to shear [9]. Specimen's configuration is shown in figure 2. In all, 24 test specimens have been realized as shown in picture 2&3. Figure 2. Specimen's configuration ? Test procedure The bonding between Borassus aethiopum mart and concrete has been estab- lished in pull-out tests shown in figure 3. A good bond between the reinforcement and the concrete is necessary to ensure an effective transfer of tensile stresses from the concrete to the reinforcement [10]. The experimental device consisted of a MTS press with a maximal capacity of 50 KN and a frame fixed to the test press. The upper jaws of the press hold the speci- men through a hole of 30 mm of diameter on the upper plate of the frame. A clamp intimately maintains the contact between the test piece and the plate. Two linear vari- able displacement transducers (LVDT's) were placed on opposite sides of the test specimen to measure the average slip of Borassus relative to concrete. Another LVDT is placed on the bottom of the test specimen to measure Borassus displacement as illustrated in picture 5. During the test all datas are recorded in a computer. 3. Results and discussions Pull-out tests results provided allow us to trace load-deflection curves reflecting the behavior of two materials as shown in figure 4 & 5. Those Figures respectively show the adhesion variation relative to the average displacements of LVDT 2 and 3 for specimen T50-20; T50-30; T80-20; T80-30. In order to differentiate the three samples of the same type of specimen, the designations of the specimens shall be fol- lowed by the letters a, b, or c. To better observe the behavior of the interface of the two materials, it is interesting to observe every LVDT displacement. Figure 6 shows the adhesion-displacement curves of the test specimen Tc80-30. In this figure 6, we can observe the displacement at the bottom and at the exit of the embedment. The displacement at the bottom is given by LVDT1 and the displacement at the entrance of the embedment is given by the average of LVDT2 and 3. Figure 4. Adherence - Displacement curves of test specimen T50-20 and T50-30 Close observation of the curves shows a first quasi-linear zone followed by an inflection which continues until the peak of the effort. After the peak, the effort stabi- lizes at a non-zero residual value. But before the inflection, a first fall occurs, marking the exhaustion of the adhesion. The shape of these curves is close to that reported by some authors after pull-out tests on reinforced concrete specimens [10-11]. For ex- ample, in figure 6, we can observe a first phase of perfect adhesion between Borassus - concrete; Followed by a second phase of progressive loss of adhesion between the two materials; which results in a gradual increase in strength and a large displacement up to the peak of effort. The last phase is that of friction; it continues until the exit of the reinforcement of the concrete. Picture 6 shows a test piece after testing. In this picture, we note that the embedment surface remained intact after testing. Some mortar marke visible on this surface testify to the lightness of the bond between the two materials. This phenomenon is noticed with smooth steel and the chemical adhesion constitutes at this stage the unique phenomenon allowing to transfer the forces to bond [12]. Its rupture corresponds to the rupture of the interface. Moreover, curves analysis and interpretation allowed us to determine the rate of adhe- sion between the two materials. This rate is given by the following formula: In this diagram, we note that for the same embedment length of the reinforce- ment, the adhesion rate increases slightly with the strength of the concrete. On the other hand, for the same strength of the concrete, the adhesion rate decreases slightly with the embedment length. This same phenomenon was observed after pull-out tests on smooth steel reinforced concrete specimens [12]. Table 2 summarizes the values of the adhesion rate calculated. This table allows us to plot the distribution diagram of adhesion stresses (Figure 7). Designation Adherence (MPa) Coefficient of Variation(%) T50-20 1,3 5 T50-30 1,5 10 T80-20 1 7 T80-30 1,25 2 Moreover, these adhesion values are higher than the bamboo-concrete or rattan- concrete adhesion rate which is around 0.5 MPa [11-13-14]. In the case of the test specimens of 200 mm side, during the tests, we observed ruptures appears at the head of the specimen. This reveals the influence of the con- finement on the adhesion between the two materials. 4. Conclusion In conclusion, this research allowed us to evaluate the adhesion rate between Borassus and concrete and to study the behavior of the interface of the two materials. It appears that Borassus-concrete adhesion is around 1 MPa; it is equal to smooth steel-concrete adherence, but greater than bamboo-concrete, or rattan-concrete one which is around 0.5 MPa [9-12-13]. The behavior of the interface presents a first phase of perfect adhesion between Borassus and concrete; Followed by a second phase of progressive loss of adhesion between the two materials and a last friction phase which continues until the concrete reinforcement is released.


About the authors


University of Abomey-Calavi (Repubilic of Benin); Laboratory of Materials and Structures (LAMS)

Author for correspondence.

Civil Engineer, Phd student in Materials and Structures. Scientific interests: Vegetal fibers, Materials Engineering, reinforced concrete structures

02 BP 244 Cotonou, Republic of Benin


University of Abomey-Calavi (UAC)


Senior Lecturer, Department of Civil Engineering, University of Abomey-Calavi (UAC). Expert at the Benin Courts. Director of the Graduate School of Civil Engineering VERECHAGUINE A.K. Director of Laboratory of Materials and Structures (LAMS), Republic of Benin. Scientific interests: Vegetal fibers, Materials Engineering, reinforced concrete structures


Laboratory of Materials and Structures (LAMS)


Director of Laboratory of Materials and Structures (LAMS)

Republic of Benin


Civil Engineer, Laboratory technician, University of Bordeaux, Laboratory «Institut de Mecanique et d'Ingenierie - Bordeaux»


Scientific interests : Wood structures, Materials Engineering

I2M, CNRS UMR 5295. Republic of France


  1. Gbaguidi A. Gerard et al. (2010) Determination experimentale des principales caracteristiques physiques et mecaniques du bois du ronier (Borassus aethiopum mart) d'origine beninoise, African Journal on Line (AJOL), serie E, Vol. 12, No. 2. P. 1-9.
  2. Giffard P. L. (1967) Le palmier ronier, Borassus aethiopum mart «Bois et foret des tropiques », № 116, edition CTFT, Paris (France). 12 p.
  3. Cabannes Y. et Chantry G., Le ronier et le palmier a sucre: Production et mise en ?uvre dans l'habitat. Edition GREF. 1987. France. 90p.
  4. Porteres R. (1964) Le palmier ronier (Borassus Aethiopum Mart) dans la province de Baoule (Cote d'Ivoire), Journal d'agriculture tropicale et de botanique appliquee. Vol. 11, No. 12. P. 499-514.
  5. Gbaguidi A. Gerard et al. (2011) Etude de la possibilite d'utilisation du ronier comme armature dans les elements en Beton : cas des poutres, Annales des sciences agronomiques. Vol. 15, No. 1. P. 67-68.
  6. Ngargueudedjim et al. (2015) Caracteristiques physiques du bois Ronier (Borassus Aethiopum Mart., Arecaceae) du Tchad / Afrique Centrale, International Journal of Innovation and Applied Studies. Vol. 13, No. 3. P. 553-560.
  7. Benoit Y. (2008) Le guide des essences de bois, deuxieme edition Eyrolles. Paris, France. 145 p.
  8. Samah O. D., Amey K. B., & Neglo K. (2015) Determination of mechanical characteristics and reaction to fire of" RONIER"(Borassus aethiopum mart.) of Togo. African Journal of Environmental Science and Technology. 9(2). P. 80-85.
  9. Ghavami K. (2005) Bamboo as reinforcement in structural concrete elements, Cement & Concrete Composites. Vol. 27. P. 637-649.
  10. Eligehausen R., Popov E., et Bertero V. (1983) Local Bond Stress-slip Relation- ships of Deformed Bars under Generalized Excitations: Experimental Results and Analytical Model. Report (University of California, Berkeley. Earthquake Engineering Research Center). Earthquake Engineering Research Center, College of Engineering, University of California.
  11. Walid D. (1952) Contribution a l'etude de l'adherence des fers d'armature au beton, These de doctorat de l'Ecole Polytechnique Federale de Zurich. P. 60-70.
  12. Lutz L., Gergely P., 1967. Mechanics of bond and slip of deformed bars in concrete. ACI Journal. 64(11). P. 711-721.
  13. Nindyawati et al, (2013) The comparison between pull out test and beam bending test to the bond strength of bamboo reinforcement in light weight concrete, International Journal of Research of Engineering Research and Applications. 3. P. 1497-1500.
  14. Foudjet et Fomo (1995) Une nouvelle methode d'accroissement de l'adherence entre une armature en matiere vegetale et le beton (effet de confinement) : cas de l'armature de rotin dans le beton de nodules lateritiques, J. of Materials and Structures. 28(11). P. 554- 557.


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