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Limit reinforcement of high-strength concrete members under flexure
Results of experimental research obtained by testing five series of over-reinforced beams with concrete strength from 500 to 900 kg/cm; equation is given for limit of reinforcement depending on concrete strength of flexural members.
Limit reinforcement of high-strength concrete members under flexure
Results of experimental research obtained by testing five series of over-reinforced beams with concrete strength from 500 to 900 kg/cm; equation is given for limit of reinforcement depending on concrete strength of flexural members.
Limit reinforcement of high-strength concrete members under flexure
O predel'nom armirovanii izgibaemykh elementov iz vysokoprochnogo betona
Bulgakov, V.S. (Autor:in) / Korol'Kov, V.T. (Autor:in)
1967
4 pages
Aufsatz (Zeitschrift)
Russisch
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THE USE OF ULTRA-HIGH STRENGTH CONCRETE (UHSC) WITH LONGITUDINAL GFRP REINFORCEMENT UNDER FLEXURE
TIBKAT | 2022
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Engineering Index Backfile | 1937
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