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kw.\*:("Splitting failure")

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Timber beams loaded perpendicular to grain by multiple connectionsLEIJTEN, A. J. M; SCHOENMAKERS, J. C. M.Engineering structures. 2014, Vol 80, pp 147-152, issn 0141-0296, 6 p.Article

A damage rheology model applied to analysis of splitting failure in underground caverns of Jinping I hydropower stationYONG LI; WEISHEN ZHU; JINWEI FU et al.International journal of rock mechanics and mining sciences (1997). 2014, Vol 71, pp 224-234, issn 1365-1609, 11 p.Article

Modeling of mechanical bond-slip for steel-reinforced concrete under thermal loadsPOTHISIRI, Thanyawat; PANEDPOJAMAN, Pattamad.Engineering structures. 2013, Vol 48, pp 497-507, issn 0141-0296, 11 p.Article

A model for the bond between concrete and reinforcement = Modèle pour la liaison béton-armatureLUNDGREN, K; GYLLTOFT, K.Magazine of Concrete Research. 2000, Vol 52, Num 1, pp 53-64, issn 0024-9831Article

Study on splitting failure in rock masses by simulation test, site monitoring and energy modelWEISHEN ZHU; WEIMIN YANG; XIAOJING LI et al.Tunnelling and underground space technology. 2014, Vol 41, pp 152-164, issn 0886-7798, 13 p.Article

Reliability-based bond design for GFRP-reinforced concreteZHENG HE; TIAN, Guo-Wen.Materials and structures. 2011, Vol 44, Num 8, pp 1477-1489, issn 1359-5997, 13 p.Article

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