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999 _c14615
_d14615
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040 _aAIKTC-KRRC
_cAIKTC-KRRC
100 _913613
_aBalagopal, R.
245 _aExperimental Investigation on Strengthening of Bolted Connections in Transmission/Communication Towers
250 _aVol,99(2), June
260 _aKolkata
_bSpringer
_c2018
300 _a269-277p.
520 _aDue to increase in demand for power supply and increase in bandwidth for communication industry, the existing transmission line (TL) and communication towers needs to be strengthened. The strengthening of existing tower is economical rather than installation of new towers due to constraints in acquisition of land. The size of conductors have to be increased or additional number of antenna needs to be installed in existing TL/communication tower respectively. The compression and tension capacity of members in the existing towers have to be increased to sustain the additional loads due to wind and self-weight of these components. The tension capacity enhancement of existing angle sections in live line condition without power shut-down is a challenging task. In the present study, the use of Glass Fiber Reinforced Plastic (GFRP) plate/angle sections is explored to strengthen existing bolted connections in TL/communication towers. Experimental investigation conducted at component level on strengthening of existing two types of single cover steel butt joint, one made of steel plate and another joint made of steel angle sections respectively. First series of experiment conducted on strengthening the connection using GFRP plate/cleat angle sections. The second series of strengthening experiment is conducted using steel plate/angle sections to replace GFRP sections. The load sharing behaviour of strengthened GFRP and steel section is compared and suitable recommendations are given.
650 0 _94621
_aCivil Engineering
700 _913615
_aRao, N. Prasad
773 0 _x 2250-2149
_dSwitzerland Springer
_tJournal of the institution of engineers (India): Series A
856 _uhttps://link.springer.com/article/10.1007/s40030-018-0287-6
_yClick Here
942 _2ddc
_cAR